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99 9 22-60 03EEB 0ELSTON 9 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BU LDiNG CODE, NATIONAL ELECTRIC C DDE, AND THE CITY CW 7EPHYRHILLS ORDINANCES MAR 3 0 2020 OMES REVIEW �aTE-=%1-11 S CITY EXAMINE PLAN 12602 TELECOM C>RIVE, TAMPA, FL 33637 7el= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .� Buono ©ODE, , em ED11 A (am?) STATE e�♦ ♦��� •� Iaciil. AND 8TAlE CODES •OCCUPANCY - RBSIDENHAI. GROUP R3 CONSTRUCTION TYPE - VB Iffl• 'INTERIOR PDISH - CLAW B • gAg](,' HIND SPEED - pBj1=160 MPI] VBBa=124 MPH -EXPOSURE - C •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE LAV. LAVATORY A ADJUSTA CONDITIONING MUM. LUMINOUS ADS. AIR CON ITT M.C. MEDICINE CABHJEI' ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN MINIMUM ED BOARD M.T. METALTHRFSHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL METAL CLCL CEILING N.T.S. ONOT TO N CENTER CON CLEAR G.c. ONCENTER CONE. CONCRETE P. PROP B T TON UT. CARPET P.H. PUSHBUTTON C.T. CERAMIC THE PH PHONE O. DRYER PMr. ELATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL WAD. RADIUS DP. DEEP R.A.G. RETURN AIR(HtBL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOIIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ, EQUAL SLIT. SHEET EXTL EXHAUST SHTHG. SHEATHING EXT. EXTERRM SIT". SHOWFIt F.GJFX. FIXED GLASS Sim SIMILAR F.G. FUEL GAS SL SLIDING FM. FINISH SL.GL SUDING GLASS FLR FLOOR STD STANDARD FLUOR FLUORESCENT SWS SHEAR WAIL FR DR FRENCH DOOR SECTION FTG FOOTING TEMP. TEMPERED GLASS GAR. MP. GAR13AGEDISPOSAL GAUGE o T.O.C. 7OPo CURB T O.P. TOP OF PLATE G.F.I. GINTERRUPTER E RUFT�TCEtCUH T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.01 UNLESS NOTED H.O. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR HEADER W. WASHER IN I°Rf IHNESGLAATION WD WOHT TOD INT. INTERIOR WOW. WWINDOW ATERHEATER WfliINTERPRETATION W.1. WROUGHT IRON DA79 DESCPJMON 01 /n 2-STORY G�I.I CONVERSION ARCHITECTURAL SHEET DESCRIPTION oIADAe BRA WT Mmp PG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-STAIR SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG ASH -ELEVATION 'H' FRONT &REAR PG A4H-ELEVATION 'H' LEFT & RIGHT PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS OVt2Ae 20I1 FOC UPDATE WON ELBVATIONb ADDED STOW 02ASM CONBtTdIGTION DOCfJ<'ENTS ISSUE° 04/" FOOTING REVISION PER M. some O mla SATE I -JOIST DETAILS 4 FRAMNG PLANS PER M. BORES ovule C"TRUCION DOCUMENTS PWAS&M MfiM BOLLARD DETAIL REVISED smAB DETAIL. 'ADDING BAR TO BOND BEAM' ADDED TO 512A • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 WSM TM" ID* ADDED TO FRAMING "ET r SQ, IT, CAW, S 020AB PLAN MANITENANGE "M REVISED LNTEL blzE 0 ENTRY I8T FLR LIVMG bl $a FT. 2NDFLRLP44 1,9b3 ea. FT. TOTAL LIVNC, 2560 ba. FT. GuARW 4•JS ba.FT. B'ITRT 64 ba FT. TOTAL 2,1ii ea. FT. ekW' PATIO W ba. FT. 041*AS UPDATED LEDGER BOLT 8LM 4 8PACRIG 06fin ADDED LED LWTS • KW44EN 4 BAT1410" PER MARK BORER O�A3/B LEDGCRBOLT�OG 'REVUlED cram ADDED WD LAYOIIf 10/SVB ADDED OPT. b'-0' CER AJG NEWT STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG SLAB -DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3.113-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.lA-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN PG S6.IA-DETAILS PG SNl-DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIlTY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILDTHIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.R.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TOMY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 W W W.&bdoolgrigroupeom AA N: 0003325 IstneDiv. es Loan ABBOTT PARK LOT #34 BLK. #8 LROJIDCT 04181.000-34083 xODffia 3EEB "2260—EISTON" GARAGE OVMCCH RIGHT PACE: COVER SHEET 160 MPH EXP. C DATE, 11/26 A cl sCAXJb 1/4"=1'-0" srraar C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10 ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WNDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPUER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302 5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED KITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1JN INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.481"SHEET STEEL V MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026& TABLE R3028 THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN S-INCH GYPSUM BOARD OR EQUIVALENT. WE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01567, THE BUILDING SITE SHALL BE KEPT DRY $O THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITCIDES, INCLUDING SOL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6 WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM N.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P30052 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EKTEMOR WALL COVEREIOi 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINIS U 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 IA AND R703.7. FW REIIRTANTCONSTRUCi10N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1. EXTERIOR CEILING TO BE 1/1' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744076 www.abdesigngroup.com AA M: 0003325 , a O Stnmty. asL01! ABBOTT PARK LOT #34 BLK- #8 PI DZWT# 04181.000-34083 awaau 3EEB "2260-ELSTON" GAiewas SWUM: RIGHT PAGTC: GENERAL NOTES 160 MPH EXP. C DawT w11/28/19 OCAT.L': 1/4"=1'-0" DIME" GN M-W N a i- • !. n !i o o a ,• �. � �I I'1 a� �I iF 0 111111��� � o HALF STAIR DATA �., OS W�� aARAaE �• 00 0lll0 0 --------------------- FIRST FLOOR PLAN SCALE: 1/4' . P-O' SQ.FT. MET 6T FLR LIVfG W SQ FT. 2ND ILR LW 6 1,353 SQ. FT. TOTAL LIVN3 2,260 SO. FT. GARIGE 453 SQ. FT. ENTRT 64 SQ FT. TOTAL 2,111 SQ. FT. 8" PATIO 8O SQ. FT. °'al�lr wom om l»I a9I10e Imm NINE m wmuv vA NBiMR� A1Dm FOOTAGE MN. WINDOW 1V S 31V-50 CRITERIA EXTERIOR SWING IB 5 36/-41 DR. MIN. CRITERIA Sap. MIN. 41 5 34/43 CRITERIA 16010 O.H.D. 112 5 3V-3S BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. -II. EXP.=C, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIPIBD PER SECTION IM.2.1 OF THE FBCR STH EDITION (2017) TO MEET TW= ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. TB NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2.6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. :VERIFY CONDENSER PAD LOCATION WITH SITE PLAN OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICIUIESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN 4'(12.1mm) GYP'8LIH BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROONE SHALL BE SEPARATED PROM ALL HABITABLE ROOMS BY NOT LESS THAN ObYlb.lw) TYPE X GYPSLIM BOARD OR EOIJIVALENT. UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FDCR 2011 (6TH ED.)302.1 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-11 4Z 078 FAX:407-7744078 www.ebde&*igroup.00m AA 0:0003325 4 ABBOTT PARK LOT #34 BLK #8 04181.000-34083 MoaRIA 3EEB "2260—ELSTON" OARAGM 8TInWG: RIGHT PALM FIRST FLOOR PLAN 160 MPH EXP. C (2) LAYERS OF 3/4* PLYWOOD OR (2) LAYERD OF 3/4' SUS FLOOR MATERIAL RIPE FOR SOLID NAILNG ATAIR DATA, OR • '152' / 14 TREADS • / 10'• P NoSMG — i 3/4' T4M SUS FLOOR GLUED 4 SCREam F'ER FASTENER 604601,1L9 (SEE FLOOR NG "ET) 4, 9'-4 3/4' 2ND FIN. FLR If / / T / / NOS IN;21�� p Q w STAIR RISERS TO G71IOM TO MC RlNe1dT1AL •TN so, (20m) Mal. TIaeAD.to' hRA(. RRER•T z Dr-LOM ACCgMLt PACE lN7M "A " 3/4. 3M' MAX VARIATION N SRREADS TO / ot" IIAYE "JA U MWIrAR a mw= AND ANY aaRITS FRDTtCmo aN no RICLaaaD NAGW MAX F w soe wnl v:• aTFaM eoulD. leeR RW.T VARIATION IN ANT R ISERoM EAD CIRCULAR �OLA.TTOMEII ,OR U N O L� 3A4, KICK PLATE / PANTRY (BRASPASa MDER&- 1MK V UPI a NAMIAM END MIN.o IN NMANDRAL }DMK MST. l (5) 2xR &Y1. F� STiEIE dllalRS D5L. TOP 64 1 64 0'-0' FIN. FLR PLATE 0 0 2 X 4 RE•RdORGNG a EA 2 X 12 6TMN1ER IOd MASONN'r NAILS • 2X4 SECURE UMd i•-i' Or— P.T. SLEEPER INTO SLAG WTNN W OF EACH END, 32- OL. MAX. A BAR .DETAIL STAIR SECTION (k)---LE+ V2'•I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.102 W/ 2X4 RE-W-0RCMfa NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.BC. 2011 HANDRAIL SECTION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosWocup.com L AA 0: 0003325 J 1 C aysaly � Y+01! ABBOTT PARK LOT #34 BLK. #S PUOJWT 04181.00t34083 1[OD3IA " 3EEB ' 2260-ELSTON OAItAQ3 8WINO: RIGHT PA03: STAIR SECTIONS & DETAILS 160 MPH EXP. C Acr. 9TA7E OF FLORIDA q C J A ABOUCHACR AR NO 9*M DalmT wI1/28/19 3C.%=: 1/4"=1'-0" BHA= A1A 141 ia le; ri .0 � �� IIIIIIIIl1!lil!� 1• - e • o SECOND FLOOR PLAN W,&E+ 1/4 - 1':V- .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdesWImup.com AA #: 0003325 file MEN EUDDIV. 8. W-h ABBOTT PARK LOT #34 PRO BLK #8 01010OZ 4—34083 MODEL: 3EEB "2260—ELSTON" GAI%A*Z 8WUM: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. CA 0FAOFATTIC . 1423 9G. Fr. IET FREE VENNIATION AIFA FOWND • T/3m E :IIREDVENR1ATRN/AREA • 14E/3m • 4.75 ,ggWRATICNAREA XSO. INCHES PER FT. IIM) • SBI SU. IN. AlLREOWREOVENTIAnCIN . sx am RIDGE VENIIUITIONARFA 115 SC. IN. FERVENT 3421115 ALROF YENISRFE3XR® • I9Tl9l ureE uanSrROw® 3 23'-II' BLD HGT 8HMGLE ROOF 5 b' RAISED 5MD (TYP.) $ TYP. 11'-4' 2ND FLR I1'.4' 2ND FLR. 9Rs. "T.� BRG. FKai. ISED AISED BAND RA FYPON BKTIDOn OR EQUIVALENT I 'v B' RAISED SHINGLE ROOF I 5 BAND _ b' RAISED I BAND V-43/4'2ND _ _—_—___— _ ,L9'•43/4'2ND LICs14T 4' RAISED ff I BAND CTYPJ D Iv TM 0 O N' Twx 2 COAT GMINNT PLASTER aFRIED DIRECTLY TO MASON!'Y 0'-0' FIN. FLR _ _ _ _ — _ _ — _ — _ _ 0'-0' FIN. 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FLR REAR ELEVATION SCALE, 1/4 • I'-0' TEXTURED PMISH LWANEERED UCOD TRII65E5 a 24' OG MrMIT SNOP DRAWNWA SEALED MY Ls FRCFE551014AL EN,jwm FOR PIMMO r AND COMMMIFG PLYWOM MEATUM5 an GTRucT13RAL 2ND FLR DTtl. mat ROOFING; aF4v FLASHING ICU DR1P� "R.. GIRAFS MC MCNOIr ROM FN! PIN R WARRANTOR � e wlenal,� RE04XR9EW5 WRAP FASCA UXTH OR[AK tlTAL S71UIC00140 MSM bO, 2x6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS VOWED SOFFIT PER ATTIC CALC'S U2• THICK, 2 COAT CR'ENT PLASTER APPLRD DUMCTLY TO MASONRY PAM= TIUM FOR ELEVATIONS 2ND FLR IYRCOIU FOR PLAN (:B4AMZ�SOFFIT DETAIL 1441 N. RONALD REARAN JBLVD.LONGWOOD, FL3275PH:407.774-6078 FAX: 407-7744078 www.abdeskNpu0.:" AA G: 0003325 w a 6 sVSDIV. a LOT: ABBOTT PARK LOT #34 BLK. #8 PRIDJl7cTo 04181.000-34083 MODZU 3EEB "2260-ELSTON" GARAG1lZ SWUM: RIGHT PAGL': FRONT & REAR ELEVATION "H" 160 MPH EXP. 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FOR`, \ — — GARAGE \ I I PB. FOR I I CW I ` \ � l 1 L----7------ r— —y^l — � 1 PETER LED LIGHTING J FIELD PEDESTAL SINK ]MY 'GE VERIFY \ GFI E' LOC. ------ --4D IRRIGATION GARAGE OUTLET • DOOR 48' AFF. PREWIRE GFI 1 \ PI6oVIDE 34A0 = THEN . 1% CU N 2' CGNDUAT OR A •NIB AL, THEN A ft CU N 2' CONDUIT. (CONDUIT TO TERMINATE AOOVE SOFFIT • OVERNANW \ 150 AMP ELECTRICAL RISER \ _ _ _ _ _ NOT TO SCALE. "NATION SERVICE DO APT DISCONSECT SBATOW AND QO/240 VOLT OrbT, GENERAL NOTE& M ELECTRIC METER N I P 4AM mo CO,qC44 A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL LIGHT COMPLY WITH ELECTRICAL PROVISIONS OF THE FOCR StH 5111ON r2011). LOCAL CODES, AND ALL LOCAL POLLER NTANY REGIUMMENTB. ISOAQP S. ALL CONDUCTORS SHALL DE TYPE TW WtHIW UNLESS MC6 NOTED OTwoueff. WOMAN= SEINICE CABLE RLNMINI ENIIWANCE SERVICE ENTRAWCE E[i11M"ENT E4WPMlN1 PQIER COMPANY _ TRANGFORhER INTERSYSTEM DCNDM TERMINAL AT LOW FIRST FLOOR ELECTRICAL PLAN `AADE r VOLTAGE CO"WTIO* SCALE. 1/4' ■ P-O' PROVIDE ISO AMP, 120440 VOLT. 1 PHASE SECOND 1 •4 CU SERVICE GROUND CONNECTED TO ELEGTRCAL SERVICE. PROVIDE A R COPPER (CU) N CONCRETE ENCASED POOTER STEEL PER 1-1/2" DIA OC44ECULE 80 PVC CONDUIT OR PROVIDE 3 9LI!CTRh=AL PROVISIONS OF THE C'er-It IM14 02AD ALUMNUI'9 (AL) N 2" DIA SCHEME BO PVC EDITION (20fT1 CONDUIT UNLESS SERVICE IS PROVIDED DY THE ELECTRIC 0"ANY. COORDINATE WITH THE ELECTRIC SAS" DIA X B FT LONIA COPPER CLAD GROUND ROD COMPANY PRIOR TO END. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesWkgroup.com AA A: 000332a WWtJ r � 1�fQjL� � J Q svaD:v � Loa': ABBOTT PARK LOT #34 BLK. #8 P1418100 waa�c'r - 4 083 MODL4LI 3EEB "2260—ELSTON" GARA R OW111Mt RIGHT PAGZ: FIRST FLOOR ELECTRICAL PLAN %160 MPH EXP. 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GROW K"AD �•+ Pa FRRN•Eunam �"'�'• um FORT • LOG TM OF TV JACN6 4 MN@ ME VEIIIED 0 wepo pN♦R M 24• &CANDESCENT LAM STRP NR• NCAOMCENT LRAM NRP 4w NOAOEIow LRAM 9"w PRETHI. • ALL 6 4 M AMP MMAWC N CN=M TO M .AP PROTECTED PER uECTRICAL P M&Abl Y CI • M DI AMP DEDICATED LAUNDRY CMMT, • ON • ISLAND (NOT ON 10 0M ON ICUIT) • DMUMNiER DUCONIOT TO M LOCKOUT N • MATMOOM EX"M PAN TO wVE MN. CAPA M ORR NTER•1171W FER ELECTRICAL 11. IEGTIOH MM1E R1f� rTu IDRIOW M, • LAUNDYY ROOM RECL4TAG! laLL EE CART FAULT CNK.TNT-NIEPOW-MR PROTECTION NX FEIYONN m ON FEEDER! • wRNO M TWDO PULL BE NON METALLIC CA ELSOTINCAL PROVIOR M! Q FIRM 0 on • ALL WOW TO COM-LY EM MR: OP T. IiC.Qlm7 To iLT MD OF 1 PER SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' • V-0' -------------- I I I I I I I p_b• 3�_®• p_y I l 1 LED LIGHTING DBL. LAV. OWNER'S MATH I m I I I i � I I I L I LED LIGHTING C� DBL. LAV. 5ATN 2 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 wwwAbdootgngroup.com AA 0: 0003325 1 sumly. at IDIn ABBOTT PARK LOT #34 BLK. #8 P><eoaE'r 4 .c030 M0DX1W 3EEB "2260-ELSTON" aA1RA0E OWD902 RIGHT PACE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C sumly. at IDIn ABBOTT PARK LOT #34 BLK. #8 P><eoaE'r 4 .c030 M0DX1W 3EEB "2260-ELSTON" aA1RA0E OWD902 RIGHT PACE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C I I I I xb®' SHWR PAN Lei L-11 Ell It v r 0 m � IILII -1-'-- I'•bIII ' '-B' e L C V. 5.6 , Lv 7 J�� II 9II ' i p4._8. OPT.PT.iii VfIII R2 33' / VTR R Aff 2'ses LAV. RANGE 2. 11/2' WASHER LAV. 2-0 Q- 3• TUB 3 A L--j KITCHEN SNK 23'-3' LLV AAV YTit It 2' Fib 3' PED 3' SINK II _ WC------- co 43 TO MANPLUMBING RISER DIAGRAM ---------------- FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN 8C4LZ, V4 • I'-®' BCALE� 1/4 • P-V ' I I I I I I I I I I I I = N a � i N. RONALD REAOAN BLVD. LONOWOOD, FL 52700 PH:407-7748078 FAX: 407-7744078 www.abdealgnBoup.com AA 8: 0003926 � Its J W 0 x >DLT>saIV. dt LA1t ABBOTT PARK LOT #34 BLK. #8 PROJMMIP 04181.000-34083 uoaa;u 3EEB "2260—ELSTON" carw>Rwaa swuM: RIGHT lACia: PLUMBING PLANS 160 MPH EXP. C F'P D � 11/28/19 s3'IaaT P1 i N. RONALD REAOAN BLVD. LONOWOOD, FL 52700 PH:407-7748078 FAX: 407-7744078 www.abdealgnBoup.com AA 8: 0003926 � Its J W 0 x >DLT>saIV. dt LA1t ABBOTT PARK LOT #34 BLK. #8 PROJMMIP 04181.000-34083 uoaa;u 3EEB "2260—ELSTON" carw>Rwaa swuM: RIGHT lACia: PLUMBING PLANS 160 MPH EXP. C F'P D � 11/28/19 s3'IaaT P1 W 0 x >DLT>saIV. dt LA1t ABBOTT PARK LOT #34 BLK. #8 PROJMMIP 04181.000-34083 uoaa;u 3EEB "2260—ELSTON" carw>Rwaa swuM: RIGHT lACia: PLUMBING PLANS 160 MPH EXP. C F'P D � 11/28/19 s3'IaaT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPS. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL ISE C4M6TRJCTED OF A VALUE OF NO LE66 THEN R-6 RATING. ALL SEAMS &HALL EE SEALED WITH GLASS PAC 4 MASTIC. AND INSTALLED AS PER FCC 6TH EDITION (2011) MECHANICAL ELDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I&I CLA66 I AIR DUCT AS PER NFPA WA 2-31 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL CE CONSTRUCTED OF SMOOTH GAILY. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM& SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201M) MECHANICAL CODE 603J 1. BATHROOMS CONTAINNG CATHTUBS, SHOWERS, SPAS AND SIMILAR CATNING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PEG 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR& FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS OMALL HAVE AN APPROVED PIPE OR FIRE/&MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL DE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL CE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTECH DW BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 61DE-WALL OR I WAY DIFFUSER — 60LID LINE- SUPPLY TRW — BROKEN LNE• RETURN TRUNK BALANCNG DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST PAN 4 LIGHT O/A OUT6IDE AIR O THERMOSTAT 19 PAS6-THRU AIR GRILL tl2TE' ALL HVAC TO HAVE PROPER PANS W/ DRAIN& ATTIC CEILING O O EXTERIOR WALL SECURE &TRAP TO CONC. AIR RETURN W/ !2)-9/IihO' TAPCONSWIETBER 81MPSON WH ROLL STRAP y OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y 4' CONCRETE SLAB �6XI 1/4' SHT. MTL. &CREWS SECURE STRAP 7o WIT UV (2) AIR HANDLER ---EXTERIOR WALL y CONDENSER UNIT 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO NOTE+ MAN COND. DRAIN 3/4' DIA. PLATFORM RETURN CONDENSING WIT OVER HEAD • 12' FROM STRUCTURE TRAP DRAIN LNE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR � OR WALL COUNTERSUNK C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JO6AM "0" NSIDE SERIES NICKEL BRAN TOP CAULK P.VU: OPTI/SPEC U FL00R SLAB CLEAN -OUT (T FIR GRADE OR PAVING SEE SPEC. r-e xe' CONC. EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T NTh FIRST FLOOR MECHANICAL PLAN SCALE, V4 • I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 wwwAbdeNgngmup.com AA N: 0003325 66 S Q r4 I �><.►..t WTI! ABBOTT PARK LOT #34 BILK. #8 PllOJaCT 04181.00t34083 MODZU 3EEB "2260-ELSTON" 0wlewGa swniG: RIGHT PALM FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C [RINT DimeZTmi ATIM 11/26/19 CAXJ 1/4"=1'-0" SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 • P-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407.7746078 FAX: 407-7744078 www.abdesWiVoup.com L AA M:0008825 `-j 4 Q �QQ eumly. as ABBOTT PARK LOT #34 BLK. #S P>R4OJ>DC9 _ 08 MODRU 3EEB "2260-ELSTON" GARAGZ BWXNG: RIGHT PAOW: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C FrD TM 11/28/18 8CAIM 1/4"=1'-0" ailer M2 ���r�a. 1 2X4 TOP PLATE R� T 7 PRC-FADRUSS T VJ' CL4 BOARD W. DRYWALL �� 1 • 1 SECURE BT. - PLATE TO SLAB W/ IOd MASONRY NAL • 9Y OG. MAX FIN. FLR 2X4 WOOD STUDS 024' OC. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE N01 THAN U4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL ( NON- BRG. ) D1 SCALE, 1/4'-1'-& FIBERGLASS SHMGLES OVER vM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90811 ON I}' O.S.D. SHEATHING OR1'CDX PLYWOOD SECURED PER FASTENER SCHEDULE , GYPSUM ed OR 1/2' WIGW STRENGTH CLG. BOARD S' DIAL BLEEvIl Do NOT CUT m SOlC BiEAM war CUT SOLro dROUT TE 004D uY rU s DRAFT ri)cala:E - RB8Aft 2A PIPE THROUGH BOND BEAM KALE, 3/4.0.0' FIBERGLA88 BHMGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.IJ ON I}' Oha SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOId PRE -Ewa TRIM INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE I'•ra' 2x FASCIA PER n.P. PER ELEVATION 2x FASCIA PER ELEVATIONS OJy .i ELEVATIONS VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT f SP PER MANFACIUREB SPECIFICATIONS REPERENCE STRUCTURAL br2 P.T. PURtlNG STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED WL. 1/2' THICK, 2 COAT PORTLAND a' Ulu CEMENT PLASTER APPLIED I/1' GYP. DD. DIRECTLY TO MASONRY DIRECTLY TO MASONRYMOOD BABE �\ 0'-0' FIN. FLR_ TB a. a • 4: n W/ WINDOW OPENING N 0-0' FIN. PLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (2) LAYER I UNDERLAYMENT EM D1 SCALE. 8/4'.1'-o' — IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 2 GAS LINE THRU BLOCK xr.r.r FIBERGLASS 814MGLEB OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWblI ON le OAD. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS LW 1 i.!p••O.TJa.�QO.�.T.T.i* 4 �i�QQQ4Ti�i!iTJ4TiFi�i4i:: 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRKiHTB PER STRUCTURAL DETAILS PRE-ENG UD.TRUSS CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL. DETAILS SEE ENERGY CODE FORMS POR INSULATION R-VALUES ..,PER ELEVATION DIV GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS bQ P.T. PURRING — STRIPS • 24' O.C. V2' THICK, 2 COAT�� 1/2' GYP. WL. DD.- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • a a S' CMU A. 4' n W/ WINDOW OPENING !f FIBERGLASS 81-IINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' O.SB. 6HEAT14NM OR k COX PLYWOOD SECURED PER 0, FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED &OMIT \PRE-ENG. GABLE TRJBS `—WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU k 0'-0' FIN. FLR B TYP WALL SECTION NGN 5 1-STORY GABLE BLOCK WALL D1 SCALE, 8/4*-1'-O' 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 82750 PH: 407-7748078 FAX: 407-7744078 www.ebdesWigroup.com AA N: 0003328 O MO aUMIV. as r oar ABBOTT PARK LOT #34 BLK. #8 P� OT - 4 UODZU 3EEB "2260-ELSTON" GARAos EWUM: RIGHT PAGHL: DETAILS 160 MPH EXP. C J 1 A ABOUmACRA AOSANDPmm 11/26/19 E /4'=1'—O"1 MO aUMIV. as r oar ABBOTT PARK LOT #34 BLK. #8 P� OT - 4 UODZU 3EEB "2260-ELSTON" GARAos EWUM: RIGHT PAGHL: DETAILS 160 MPH EXP. C J 1 A ABOUmACRA AOSANDPmm 11/26/19 E /4'=1'—O"1 FIBERGLASS SHINGLE& FIBERGLAS6 SH84GLE6 OVER 030 PELT PAPER OVER ^!m PELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION Rwb.I.1 PER SECTION R9®6.1.1 ON If' O.B.B. SHEATHING ON J' Ob,B. SHEATHING OR k CDX PLYWOOD OR 1' CDX PLYWOOD SECURED PER SECURED PER FASTENER 6CHIEDULE FASTENER SCHEDULE PRE-ENG WD. knit PRE-ENG WD. TRUSS — 24' O.C. MAX LEVATU 24' OZ. MAX. METAL DRIP EDGE METAL DRIP EDGES BATT INSULATICN 2x FASCIA PER REFER TO ENERGY ELEVATIONS C LC* FOR VALUES 2x FASCIA PERK VENTED 1-m, 01a. S/&' GYPSUM BOARD ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH J.BOARD CLG — VENTEED/ REFERENCE bc2 FIRE -STOP SOFFIT STRUCTURAL -4.1 NBUL. REFERENCE I STRUCTURAL I I w I I WINDOW ATTACHMENT AS PER MANUFACTURES SPECPICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E � GLUED AND NAILED A6 PER NAILING 1/2' THICK, 2 COATS PORTLAND CEMENT Q SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY MASONRY JPER IX2 FIRE -STOP IfELEVATTaN OQ FIRE -STOP ---- SEE STRUCTURAL SEE STRUCTURAL— R LEVATION 6/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD — - - rELI VATION IX2 FIRE-6TOP DQ FIRE -STOP-, R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT VJ' T14 CK, 2 COAT PORI'LAND CEMENT PORTLAND CEMENT PLASTER APPLIED � P.T. FURRING PLASTER APPLIED DIRECTLY TO 9TRIP8 * 24' Or -DIRECTLY TO MASONRY 8'CMU MASONRY U2' GYP. WL. BD. WOOD BASE DO FIRE -STOP IX2 FIRE -STOP—. /F O.H. 9 BATT INSULATION REFER TO ENERGY CALCS FOR VALUES S/&' GYPSUM BOARD OR 14' HKsH STRENGTH CLG.BOARD bN2 FIRE -STOP A-4.I INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER "LNG SCHEDULE V R EV TION S/A' GYPSUM BOARD OR 1/1' W444 STRENGTH CLG.WARD R-4.1 INSUL. bQ P.T. PURRING STRIPS s 24' O,C. 6' cm I/!' GYP. WL. BD. WOOD BASE END .'a 4 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 1441 N. RONALD REAOAN BLVD. LONOWOOD, F1927SO PH:40T-774-6078 FAX: 401-774.4078 wwwAbdos*kgroup.com AA M: 0003325 O 4 [susDiv toa'e ABBOTT PARK PROJUCT LOT #34 BLK. #S MOD= 3EEB "2260—ELSTON" GAtA0X OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C AR NO 98M Dw w 11/26/19 SCAIX: 1/4"=1'-O' e*Ecw D2 4' EMBSO'ENT MN FROM PLOOR TO LJw■�mm�Ll�■w[] ®I \1 v I® 2X4 a:ARAGE DOOR OUCK,VV (5) ® JOW A -DOLTS 4' 01060MMT MIK W 2-4 '1 W4411lR AND NIT SPACED Evl4Lr PROM FLOOR To GARAGE DOOR WC% N JONM PRIOR TO FALLING. 1.2X8 PT BLOCK a CWHIM OP ® DOOR HEADER WI) VYXW J-DOLTS W EMDEOFENT V 2'W')W WINNER AND NUT. MANPACTION" NNALLATION hMTRICTk7N6 WHERE SUCH NSTINAC'TIONS ARE MORE 67P0410C GARAGE DOOR \w BUCK-T A.C-HMENT LV PXW OR I'X2' P.T. NAILER ❑ b:4 P.T. OR %'X4' MIN. SECURE THM7U FRAME 4 EXTEND 1-Yi INTO BLOCK W/ 4J(i' TAPCONS (MIN. SWANK SIZE J4S MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y4 WITHIN 8' OF EACH END 4 18' O)+. MAX SPACING \`-DOOR CASING DOOR JAMS OR WINDOW ATTAC 4 TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED )4) DOOR JAYH TO BLACK +3/4 OR +5/4 HIACK +3/4 OR +6/4 2X4,m SECURE TO BLOCK W/ i(s' TAPCONS OR MIN. SHANK SIZE A46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 IW O.C. MAX SPACING. 2X6,m SECURE TO BLOCK UU42-W6' TAPCONS(MN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 8• CM W OZ. MAX BPACNO. Jy DRYWALL 2X8,a ❑ 1'XW OR I'X2' P.T. NAILER SECURE TO BLOCK Wf2-% CASINO TAPCONS (MIN. SWANK SIZE .W5 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) __DOOR JAMB TO BLACK +1-1 2' %l RLNDOW TO BLACK B SCALE. N.T.S. +1-1 ' 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE. STRUCTURAL 2X IW O.C. MAX SPACING MUST BE ON OUTSIDE 4 2w'am SECURED TWROUCid4 SECURE BLOCK W/2-%' NON-STRUCTURAL V BTO TAIRCO(MIN. MIN SHANK SIZE J45 EMBEDTAI-CO INTO EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 ' CtlIU MIN EMBEDMENT I Y4) DR Yi' DRYWALL WITHIN V OF EACH END 4 IS,' OIC. MAX SPACING. 'X4' OR IW' P.T. NAILER 2X&, ❑ BLOCK W!J-41(s' 'bD. X 4' MIN, TSAEP�C�Onl6 (MIN. SHANK SIZE J45 CASINGMN.HEAD SIZE 300 JAMBORWINDOW #TTOACW MIN. EMBEDMENT 1 Y4') TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. W OjC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUNKS JAMS (DO NOT EXCEED)4") DOOR JAMB TO BLACK +1-1gg : N..J. 2X4,m SECURE TO BLOCK W/ IV TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4 ) WITHIN S' OF EACH END 4 NOTE. STRUCTURAL 2X 16' O.C. MAX SPACING. MUST SE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONO TAPCON MIN. 1-)4 (MIN. SHAW SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM V OF EACH END 4 J1• DRYWALL 18' O'C' MAX BPACRJG. 2X84am a I'X4' OR 170' P.T. NAILER SECURETOBLOCK W!t-)Ifs' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOORJAMB OR WINDOW MIN. EMBEDMENT I Y1) TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. I8' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y19 DOOR JAMB TO BLACK +2 s D UDLDOW `� SCALE. N.T.S. TO BLACK +2 1 4 2X4m SEA PTO BLOCK IW V (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1Y4) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2k IVOr_ MAX SPACING. MUST BE ON OUTSIDE 4 2)6m SECURED THROUGH SECURE TO BLOCK Wn_%.NON-STRUCTURAL % TAPC.4" TAPCON MIN. 144 (MIN SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CT1J MIN. EMBEDMENT I Y4) -DRYWALL WITWIN V OF EACH END 4 18' OTC. MAX 6PACING. N4' OR IW' P.T. NAILER 2X84m SECURE TO BLOCK UV246, TAPCONO DOOR CASING (MIN SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER IS,' OC. MAX SPACING. MANUFACTURES DETAILS. „eG, 4r, r r�®ro ws+rs roo sor o�i•, DOOR JAMB TO BLOCK +3' � �IIDOTO BLACK +T 2X4m SECURE TO BLOCK W/ ws' TAPCONO MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 149 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IV Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCOWMIR SHANK SIZE TAPCCN MIN, 1 Ys' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) 8' CM WITHIN V OF EACH 00 t )1• DRYWALL 10' 0 C. MAX SPACING. 2XBu ❑ 1'X4' OR IW' P.T. NAILER SECURE TO BLOCK UY2-its' 2X SECURE TO TAPCON6(MIN. 6WANK SIZE STRUCTURAL MEMBER 148 WK2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' OC. MAX MIN. EMBEDMENT 1V) CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTACN TO 2X PER MANUFACTURES, DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3' If TO BLOCK +2r F BGALE, N.T.S. 2X4m SECURE TO BLOCK ULYs' TAPC0WMK SHANK SIZE I43 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y4') NOTE, STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE IS,' 04. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL Ills' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN HEAD SIZE 300 ' CI'90 MIN EMBEDMENT IV) • DRYWALL WITHIN 8. OF EACH END 4 IS,' O.C. MAX SPACING 'X4' OR I'X2' P.T. NAILER D2X84am SECURE TO BLOCK WA-114' 36' O.SD. X 4' MIN. TAPCONB (MIN. SWANK SIZE J45 DOOR GABNG MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') B N DOOR JAMOR WIDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. WM4 A4,OKm rer JOSn DOOR JAMB TO BLOCK +3-7/18' din\ 1TBJDOR TO BLOCK +3-7/18' 2X4,m SECURE TO BLOCK UW4' TAPCONO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X B• OjC. MAX 6PACNG. MUST BE ON OUTSIDE 4 2X64m SECURED TME000H SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Ills' TAPCONS TAPCON MIN. I -A" (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT I Yi) V C'1U WITHIN W OF EACH END 4 JS• DRYWALL IV 0,C MAX SPACING. a I'X4. OR 1'X2' P.T. NAILER 2X8mo SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCON6 OOR CASING MNKIN. SHASIZE J45 MIN. HEAD SIZE 300 MM. EMBEDMENT 049 DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER W Or- MAX SPACING, MANFACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3 V H v +3 3 4• ALE, N 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744070 FAX: 407-7744078 www.abdostgngrolp.com L AA M: 0003325 8 s1USDZV. at LOT: ABBOTT PARK LOT #34 BLK. #8 PRD"=T* 04181,000-34083 1:mol"'IA 3EEB 2260-ELSTON" GALRAGN OWDM: RIGHT PALM: DETAILS 160 MPH EXP. C r11/28/19Q: 1/4"=1'-0"T D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS& DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-TT44078 www.abdedgngroup.com L AA 0: 0003325 Q BUDD1V. St L01`. ABBOTT PARK LOT #34 BLK. #8 P1110J>DCT 04181.00t34083 >,coaai 3EEB "2260-ELSTON" GAVACS 8WD96: RIGHT PAOIC: PRODUCT APPROVAL LISTING 160 MPH EXP. C ripamT Dw11/26/19 /CA7.0 1/4"=l'-O" aLF Z= D4 PRIYORIED CONTROL JOINT A-44SE CP CONTROL JONM 1. M WIRED T E'D TO LATH • S = MAX (VIORTJ. NOTE, 00 NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS jBEYOND EXCEPT STAPLES WV S IaEl CONTR OL JONUSED � �V. CkAtM SEITALLATICN —� F.bT@IEM TO OC 6PAClD� • T' OL. MAX.IGY.Lr / PL161IOR �• TNICTZ 3 COAT CE'IENT ME LAYER 4. PORTPIOER BUILDING; PAPER APPROVED METAL LATH MOTIONED •1' (VERTJ Or- MAX AT SUPPORTS UIS LAYER 4• &TO= WRAP WOOD 61EATNN6 writ LATH SHALL NOT r To v „ r ro v NPWU6N CCNfRq. JONT6 OUT SHALL SM STOF'Pm D ANBIDE. TIED At Al. PER ASTM 0E•3 .— PROVIDE 7X4 OLOOCNS TJ014 PLACED RAT MAX. 6' TOW ROOM CONTROL JO6R WSEN CONTROL JOINT FALLS CN e \ L PASTEPEIM POR LATH To MHAWORS / 6TI■1GT13WAL STUD STAPLES N CO MANGE WV A01M CM63 9. WRE TIES TO OE (NO. IW VAINIV WIRE / 3. 61.00M S BI40WN MAY OE N ADDITW7 \ TO WALL STUDS 01[aJN OD PER PL.MI wOrk ME wo OLPCLONWARD•PLA 0 LPCW P4WV-lef.A •� 4.00AR7. PT.. P�aL�a • OPf. A 4411AItD • ® L P0.D NMIO . PL A ? A 4, a■Aat a PL s aMAN .R.6 L CR1AIN • R. C A. C■A46 • Pa, C A. I" PT. C 0s1R PR. S TILL PR. C TCICN DCTan TLATCW • • p O T1' aor"" 'L'N°' —7—M T1aM1 6tAL raw. DQ WQ1 CT. APPROVED OUILDNs WAROP 614ALL SIE LAPPED A MNMlT CP V • VERTICAL LAPS (ROLL NNW 4 6' • NORILONTAL LAPS. ALL OEM'■ N® TO OE TAPED WT14 FORTNE R 6MATNINS TAPE / r IYN LAP •METAL uTu \ "X I LATH VERMAL LAP 10 W P R 7C�I"7L �7 METAL LATM WO LAYER -L STUCCO IIWWAP � OUO. LAY R -2. ORIIR■!R/ / I PER LAP 2 .GALE. 1 VJ•.i'-O• ® KICKOUT DETAIL BIDE LAPS OF METAL PLA67ER OASl6 BALL EE 6EdIRED TO RMMN3 MEMEER6. iHIOY SHALL M TIED OIOTUIEEN SUPPORTS UWTN 0141E-IN. (121•MM) WARIO AT NTERVAL6 NOT MORE THAN s' (221-MM). AS PER ASTM C1065 TW. POR REPAIR CP TEARS N WEW6 LAYERS, TEARS MAY OE PATCHED W A40M ~ TAPE PER MAW SPEC. OR PEE. 4 6TICIC IL'j wom DT1C OWAT14M EUILONS - PAPER 6TUC40 — i• 111ICK 3 COAT CEMEI•IT PLASTER METAL LATH WIRE LAYER -2. PORTFOM OUILONS PAPER UM LAYER 9. sTTx= WIWAP • LAP- • rAP[R WOOD SHEATHING OR CMu WRIS LAYER M, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRET 6 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTNUOUS Z / AMETAL FLASHING ( (NAILIL TO ROOF DECK, NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT w1L• ROOF CEMENT � I � ROOF PER ELEVATIONS i VANN TWIT 48AL MW OR "AmtmaT tiL1LL NIe■acTlar O"L" FLASHING N.T.S. 1' OR LE66 PIPE PBITRATICN 4• CUT AND OVERLAP 00 610E OP / 6ELF-ADFE!R11§12 MVIBRAHE —� PLA6NN0 STEP 01 N&TALL FASTENERS (CLP6. STRAP6. STAPLES) AS REQUIRED TO SEC IRE FTE/ MRS TO PRAMN6 E r1 EUILt" PMR PETAL LATH 6'P6' MLP-ADFERNS MEMO1111" lit. W 1 OVER 4•T4• SELF-ADWERSI6 ME"llbit" R 40 4M OVER APPROVED 4'a4' 6W-ADHERNS rNMISMJE M-46WM OVER APPROVED 9►• COIT. MAP OP SEALANT SNTALL APPROVED HOLISM~ AIR ELAST"RIC COAMM OVER STUCCO) C.Y. PN04 (SEE TYP WALL SECTION) SECTION PER sECTwN R706.7 OOa10TIrR■■■ WIELMIo Exterior oea of portiandasnrerN pmir shall comply with Meppkd. requreroeraa of ASTM C 92612A Installation of exterior Wig and fmmOV shallcord wWh ASTM C 109312A TION DETAI LEGEND ►I DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO • I A SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-09, MIN. 2.5 LBO. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.and*94Vigroup.com AA s: 0003325 I it i 13 SLT'DIV. & LOT. ABBOTT PARK LOT #34 BLK. #8 Pn0J=T# 04181.000-34083 MOODANU 3EEB "2260—ELSTON" CAPLAG : SWiO: RIGHT PAGO WALL ASSEMBLY DETAILS 180 MPH EXP. C 0 DRENT A /26/19 WCAUL 1/4e-l'-0- si " WA1 BACKER ROD Py f�•4f INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP. SIDE(S) AND BOTTOM FL.ANWS OF NON -MOVABLE FRAME OF THE EXHAUST. 6En11MICE OF FLASHING TO 89, L BOTTOM, 2. BIDES, 3. TOP VENT CAP IS TO Be SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AUAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL 61DE&ri CAULKING 0 JOINT AL A�ROWD PER SECTION RTD&T Exleft IMnn and DlubadnE Exterior use of portiand cement plaster stall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER OL STUCCO WRAP WOODED VENT �� EM 3 COAT CENT TER METAL LATH uARB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER N, 6TUC40 WRAP UAYB LAYER 9, PORTIFIBER BUILDING PAPER wow — CONSTUCTION ILEbb-METAL LATH e'au VINYL CASING BLAND &• RAISED C,MO 6' WIDE &TRIP Sw ADHESIVE FLA61,1110, CLEAN MASONRY OLPOR! APPLYING Z FLASHMG &TOPE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER &2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMAMP.DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT * TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDMG PAPER OVER *QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLA6N' A VENT PENETRATION SCALE. KTA ELEC. METEF VERIFY LO MP�CM Ir/ RLVCI VG STUCCO SCRATCH COAT A I COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT 36' TO Ye' MID -WALL WEEP SCREED v6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEILRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS EBOX, APPLY TO FA EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING UM LAYER 9, STUCCO WRAP WPM LAYER'$ PORTIFIBER EUILOMG PAPER METAL LATH TO WOOD STR1CTURAL t • 9. OL. MAX 6• WON &TRIP aw ADHESIVE R.A004 CLEAN MASONRY !lFlORE APPLYING V FINIBH • MABONIY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a• WRH LAYER M, STUCCO WRAP CUT 'X' INTO SELF-ADHERMCs MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED U,1FB LAYER 9 STEP *1 STEP 02 UAM LAYER 01, STUCCO WRA APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP RtSELF -ADHERING MEMBRANE FLASHING UIRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*3 STEP *4 ELASTOMIERIC COATING OVER STUCCO/ C.v. FINISH CAL METAL LAI TH WALL STEP IS STEP 06 OELECTRICAL RECEPTACLE L441 N. RONALD REAGAN BLVD. LONGWOOD, FL327S0 PH:407-774-6078 FAX: 407.7744078 www.abdoo4ftmup•com AA 6: 0003325 IF IF C �9 summ V- a LOT. ABBOTT PARK LOT #34 BLK. #8 0418 00t 34083 180=11, 3EEB "2260-ELSTON" awRwas •wtxcs: RIGHT PAOM: WALL ASSEMBLY DETAILS %160 MPH EXP. C RIoAWA.MOUWAM L w AR Flip 98M j R 11/26/19 1/4"al'-O" ltDrr AS w WOOD SHE WOOD C:ONSTRJCTION 4V HAT CHANNEL • Wl%'TYPE W DRYWALL WOOD SHEATHING-4 WRB LAYER 9, - STUCC:O WRAP ]' 114M 3 COAT CI PLASTER BARB LAYER 1,_( / 8T1ICC0 UARAP ` ,>v CAATCM CASH BEAD UPS LAYER 9, STUCCO HARAP WINS LAYER 42, FORTIFIDER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER 6' SAP. • TOP OF BEEP SOBBED TO SHEATHING BEHIND WEEP SCREED 4• POSITIVE DRAIN WEEP AGREED 6• SELF-ADHERENG PLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW BARB LAYER 1, ElSTUCCO WRAP BARB LAYER 7, FORTIF i BUILDING PAPER h- 6' SELP-ADHEREING PLASHING W RAPPED • CORER OF CANTILEVER II/ 4' PG6ITIVE DRAIN %2 uwso. wr�RRn bK GAP IN FIELD --� (SHOWN PM CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. WALE, I I/2'•I'-43' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION HEATHER RESISTIVE BARRIER 1 H .T�CHANNEL Bi41AtlTt1ER RESISTIVE IqaEAO BEAD THICK, 3 COAT CEMENT PLASTER 5/6' TWALL[NO METAL LATH HYTEXNTEDWOOD SHEATHING THICEMENT(2) 2xq HEADER PLAST VINBEAD'4'' POSITIVE DRAM wise wressoRn VBEAD IN FIELD (BROWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) i 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER 1 -WEATHER RE616TIVE BARRIER ►2 VIE T ! GYDIFWA oEYo "-I' THICK, 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH UYTEXTRE UD 4 PANTED WOOD SHEATHING RMI6H J' THIC R3 COAT CEMENT HEADER/DEAM PL.VINYL CORNER BEAD VINYL CORP- 4' POSITIVE DRAM war YrlRRf] VINYL CASING BEAD NO GAP M FIELD (6WM N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL BUD -FLOOR DECKING PRIfi-ENCs'D TRUSS WEATHER 6NBEV0 WEATHER F E616TIVE BARRIER 4 NICK, 3 COAT CEMENT &TER AL LATH ID SHEATHING EXTERIOR GRADE DRY WALL J' THICK, 3 COAT OEM! PLASTER VINYL CORNER BEAD L_NO CAP INFIELD (SWOON FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANITILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER ...... — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — FINISH LAYER (2 LAYER PEEL 4 STICK)- -\ STICK - DRIP EDGE TO DECK CONTINUOUS WATER PROOFMG 16t ' \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK---\ CONTINUOUS Y; GAP FOR BACKE_I ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT WREXTURED 4 PANTED FINISH J' THICK, 3 COAT CEMENT PLASTER 1tlH1,1 r �Ilt I EAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT.)4' MIN. SPACE FROM DRIP FACE TO TREX Y; GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD UJEAT14ER RESISTIVE BARRIER 1 WEATHER RESISTIVE :ww"°�s wed BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 CIA GALV. METAL DRIP EDGE SET M FULL BED OF BEALANT,Jj MIN. 10 SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING 4t LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER k THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 BALCONY DRIP 11 EDGE INSTALLATION I FOR BACKER SEALANT — ATER PROOFING AYER (2 LAYER STICK) A_UMN 814EATHMG ATHER RESISTIVE INNER 1 iA74M RESISTIVE 4RRER 4 SAP. \ 'EEL 4 ST`CK , ¢......1 . m A- 1-1 1 iS' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MN. SPACE FROM DRIP FACE TO TREX =w 4 STICK CONTINUOUS Y; GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED Sm 3/4 IESILIE IT HAT CHANNEL 5/0, TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FIN16W J' THICK, 3 GOAT CEMENT PLASTER WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING CY-L� I lbk3' 'L' PLAS14M FULLY EMBEDDED M R� CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT. V MIN. SPACE FROM DRIP WATER PROOFING 14t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER il' THICK 3 COAT CEMENT METAL LATH WOOD 614EATWWA 4' POSITIVE DRAIN ueRP sri VINTL GORIER Mao y (SHOWN FOR CLARIFICATION OF IN OF YNYL CASING BEAD SEPARATE ACCE880RIE8 ONLY ONLY) BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (w/"7" TAT AQ=TXTI-_l WOOD SHEATHING 2x FRAMING MEMBER WINE, LAYER 1, R STUCCO WRAP THICK, 3 GOAT CEMENT WOOD SHEATHING PLASTER WRES LAYER 02, FORTIFISER BUILDING PAPER 2 I/2' CORNER BEAD WRB LAYER 01,METAL FASTENED TO SHEATHING 'I' LATH 1 STUCCO WRAP • O.C. MAX. 1 THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIFIBER PLASTER BUILDING PAPER 4. WRB LAYER "I, b'SELF-ADHERING ' METAL LATH STUCCO WRAP FLASHING F I" THICK, 3 COAT CEMENT I•i WOOD SHEATHING !EXPLODED __ I= FOR PLASTER ,1 CLARITY) METAL LATH DRIP CAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD ® FRAME 2 CORNER BEAD !FASTENER ASPACING l' O.C.) N CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD Ce? BLOCK WRB' LAYER 1, 6TUCCQ WRAP A. WIRES LAYER O, FORTIFiBER S IBUILDING PAPER ' METAL LATH J' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME. NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774F078 FAX: 407-7744078 www.abdosW%gmup.com AA A: 000382E 14 66 �j mm F-summ a4 LOT: ABBOTT PARK LOT #34 BLK. #8 PROJWT 04181.00 —3408 �11oasl. 3EEB "2260—ELSTON" OARAGM OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 DR MA11/2, sCALLM 1/4'=1'-0" asmm" 11111,. WA3 WOOD SHEATHING —� WRD LAYER h, STUCCO WRAP WRIS LAYER #2, FORTIFIBER BUILDING PAPER METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER w, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER WRD LAYER -2, PORTIFIEKER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER—� FLASHING DRIP CAP \_ WINDOW FLANGE CASING BEAD 0 WINDOW 15 C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD A, GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING 'L i ti URB LAYER M, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH W10 LAYER 4, FORTIFIEIER BUILDING PAPER WOOD SHEATHING WeD LAYER 01, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) YIOOD SMATNINS--- dlAILAT"m MSISTNE WRATIrrM 00"TIVE SAINtM FLASKijM 6TAIMM STRIP—w R� IN6-•ODIERNG WEATHER GAAMMIt I^ISi616TIVE . SMATWKM AMMIt M616TIVE AONERN6 PLAGWINS GALV'O METAL 71 PLASNNS MOOD TRIM FIMOCRm ` I YIGvv 71!!1 \ � / kLrJft OR APPMOVW GRALAANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 25 LBS. WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01 STUCCO WRAP W00DA'�""Q' UTATHER RSSMTNE SARKtilR e UZATHM oDAlMON! Me1611VE —� WRB LAYER »2, FORTIFIBER I:"RekL°r61D""'� BUILDING PAPER 6PLA64M METAL LATH 6TARERSnMP—y; (EXPLODED �' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: 1 SEALANT WIN[ 2X FRAMING MEMBER 6DAItlTtl�BR-1O LAP6' MM. AD" TOP t:::X4 �T HM �YRATHM 1616nVE FNAPMAn CAL V METAL an LLRATWIt RESNTIVE • SARRICR h TO LAP _ W MIK ABOVE TOP OF T FLAS06 VE APPROVED T SAIIYTMER I,I1616TIVE -' �... Sm6w WWER I911F.616TIVZ IVE 8 ASAfNtW I-Q.SISTIVE (IIMIi� ROC A FwC SACKER ROD) SIDING TO STUCCO —womm eI6TIVE ® FRAME TO FRAME 9 TRANSITION THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY )'4' GAP TYP THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH It I WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER I I WOOD SHEATHING 1 I - 1 WRB LAYER'S, STUCCO WRAP 1 1 6' WIDE PEEL 4 STICK I OVER FLANGE ; WINDOW FLANGE ; 1 E-Z BEAD VINYL CASING 2X FRAMING (W/W FLEXIBLE PVC BACKER ROD) / MEMBER *APPLY FULL BED OF SEALANT BETWEEN j BUILDING FLANGE 4 BUILDING WRAP WRAP ------------------------------------------------------------------------------------------------ 16A Ez BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774.4078 wwwAbdae*kgroupcom AA8:0003325 fit, IP Ei mom SeLBBOTT PARK LOT #34 BLK. #8 ROJWT�v 04181.0R— 4083 bcoDstu 3EEB "2260—ELSTON" GANAGM DW134110s RIGHT PA.GEs WALL ASSEMBLY DETAILS 160 MPH EXP. C —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/0' TEXTURED I \ FINISH D WOOD 1 \\ 1/2' TEXTURED \ FINISH i CMU ( \ II A K METAL FASCIA \\ WRAP Xs' FROM \\ STUCCO, I' FROM \ ---------- WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \ \ NOTE: NOTCH FOR 2X6 \ 1/6' TEXTURED FMISN � WOOD, 1/2' TEXTURED . FM1EH • cm x METAL LATH x x x x x METAL FASWA UAtAP WOOD "ATHING x x x x x x OR cm i. WRB LAYER h, x x x x x x I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x .' BUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2X6 DUD DAJD cEneNT x x x x x x x x x x x x x x x x x x x x x i �. FELT PAPER DRIP EDGE x x x x x x x x x x ;s DRIP EDGE x x x x x x x x (REFERENCE POINT p /� OC 1 L f N LZ L.� META. KICK our x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL ` NOT INTO STUCCO) I 1-1/9' TEXTURED FINISH \ 1 / WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION ®PLAN A SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUS -SAND W/%*x4' NOTCH D END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH n END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1,441 N. RONALD REAOAN BLVD. LONOWOODI FL 32750 PH: 407-774-4078 FAX: 407-774.4078 www.abdesWWoup.com AA Y: 0003328 a 3 a aVSDIV. tk IA1! ABBOTT PARK LOT #34 BLK #8 >Ro. 0z* 440 JWDsrs 3EEB "2260-EISTON" GAnAOZ BVIING: RIGHT ]PACI& WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C FOUNDATION NOTES EXTEND - SLAB 1 11T 2A'JP 17'-10" 10'-0' '-10- TE-1 3'-6" 26'-2" 4 I SLAB SLAB p 'na O 1 `o FM-18X18 — — — — — — — .` EXTEND -0 6'" \`Z 13' 2" SLAB , 1/2" 4" PVC CHASEOF IX LL SLAB B' 2" I 11 I i I n ` � UP T02ND FLOOR iI (FIELD VERIFY II EXACTLOCATION) J 9 I — C W -, B X, 2 — — — — — — — J Z I f — — — — — CWC-16X12 ���I x22 U 7-4r 23'4" Im —I -XTEND CWC-16X12 7 SLAB 1 1/2" I LM-16X18 112" X-r 4" C0NC. I V SLAB I �' a d Ii LL y I W WI L I � I —FM_18X18 N § I� m I w I 4 4 I L — — — FM-18X18— --------------- 29'4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-ry-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAW WGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MNDICATED #5 BAR, ENDICATES #6 BAR, I♦DICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #B -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,ODOPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D)ALLCORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 6-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.5304WASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 801 EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 60 W1.4xW1.4 OVER 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 I CONTINUOUS I - (2)We FMC-1608 16" CONTINUOUS 18" - (2)We VARIES TE-1 8^ SEE PLAN 8" - (1)We TE-2 12" SEE PLAN 1(r - (2) We F-2424 24" 24" 12' (2)W's (2)We + p"-p• F2.24x24 24' 24" 18' ( e - 1•-0^ CW-16X12 18' CONTINUOUS 12" - (2)#5'e CWC•16X12 16' CONTINUOUS 1T (2)W. 1 #61N CURB I VARIES 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774.4078 www.abdesWVoup.com l AA 8: 0003325 b �Q O svan:v aL01! ABBOTT PARK LOT #34 BLK. #S ri� mcBLOr�r -34083 MODEL 00 3EEB "2260-ELSTON" OAieAOE E11FIrNIM: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C DraDIT w11/26/19 •CALF: 1/4"=1'-0" 23mmE sl 30" MIN. EACH WAY MONOLITHIC FOOTING yy Z STEEL REINFORCING IN GROUTED Z_I,. 4 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND v ' • !s' d .-. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS y G r SPACING REQUIREMENTS � � C GARAGE DOOR w to a Fl r RECESS uj C v1 = B' CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS BAR W 8' W O m g b b? • IN FOUNDATION WITH 30" EG EACH U TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS ~• KI N 00 TOP OF SLAB • SEE SLAB SCHEDULE' • MATCH AMOUNT OF CONTINUOUS BARS , p. CURB FOR i� MASONRY a' EXT. PORCH SLAB W/ 1/2• ISOLATION BAR SIZE 48 BAR DIA. 4- CHAMFER (1STORY) p3 i6• EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (I -STORY) P. I CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET '- �'p, AT ELEV: JOINT (WHERE < • •� 8' CHAMFER (2-STORY) ++'+ 24' W/ 1/2' ISOLATION 6" CHAMFER (2-STORY) 0'-0' APPLICABLE) Z SEE SCHEDULE p5 'IV JOINT (WHEREi: APPLICABLE) Z q. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY 42' N AND BAR QUANTITY NUMBER OF BARS (to. 2 TO 3, PROVIDE 2 BARS), LNG EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE:34'=,'-a CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4.O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED W I O No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZEDPIPE 5 NEW REINF. BAR SPACING. SINGLE STM. PLATEy 1l2"x8" WEDGE ANCHOR WIT BTM. PLATE TO BE PT. W/FLANGE BASE (L d SECURED W/ 2- PART g TO BE PT. PROVIDE DBL. TOPWASHER SET IN HIGH STRENGTH PLATE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY I EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 018" OC UNO USP SPTH4 OR SPTH6 BTMMAX NAIL 16"O/C STAGGERED. = C+ FOL OW ALL MANF. AND TOP PLATE ANCHORS W/ ADDITIONAL METAL SPECIFICATIONS FOR N x, 1/2"COMMON NAILS CONNECTORS NOT SECURE FLANGE TO I- m USE AND FILL ALL HOLES, DD NOT USE FILL REQUIRED WHEN NO SLAB W/4 1/4"X2,/4" () F PREPARATION OF m 10d x 3' UPLIFT IS PRESENT. NTAPCONS HOLE. W C SEE SLAB SCHEDULE Ir KSEE SLAB SCHEDULE TOP OF SLAB •: TOP OF SLAB . 4' CHAMFER (iSTDR`n a.--� . `� • —q ,.,r—,•a 8' CHAMFER 2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ.---SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE AND BAR FOR WxD, BAR SIZE QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATIONSCALE:34"=+'-o c V 6 (W/ UPLIFT) SDAE:34'=1`0 (NO UPLIFT) LAP TOP PLATE A MIN. OF 48• -- AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE PROVIDE DBLL.. TOO P P PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 y 16" O/C STAGGERED. m V ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO cr y UPLIFT IS PRESENT. O 8• CMU WALL '0" - LINTEL ) • 8OCMUDFIL FILLED CELL(TYR) TOP OF SLAB SEE SLAB SCHEDULE ' 2X WALL FRAMING - A" [/�+--«�-+ 'I' • SEE SLAB SCHEDULE 112" DIA. USP 7250SD BOLTS 5" TOP OF SLAB •°'e•8 'a• Z� "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND 16' O.C. VERTICALLY MAX �� POURED MONOLITHICALLY WITH - - - FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL >r COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE:34=,'-0. (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION scALE:3a'=,'-0 11 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 W W W.Obdesigngroup.com L AA N: 0003325 - 1 8 milt a sysa:v ee :,oai ABBOTT PARK LOT #34 BLK #8 PROMOT 04181.000-34083 MOOR s 3EEB "2260-ELSTON" OARAOR STUN t RIGHT PALM DETAILS 160 MPH EXPJC DATO 11/28/19 sCA=- 1/4"=1'-0" alli T S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND i SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" T EAD W/ "NOSE T MITI— CELL SEE PLAN FOR SIZE AND 8" CMU WALL SPACING REQUIREMENTS PAVERS #4 REBAR (TYP.) w 8" CMU WALL a-o•.. a-a�. TOP OF SLAB .• TOPS y SEE SLAB SCHEDULE V O 1/2" RADIUS OR ¢ O y 3EE SLAB SCHEDULE CHAMFER ° � � * O -.i;.; •._ w0° TOPOF SLABIF '°• SEE SCHEDULE w n e ••.a t .. FOR WxD, BAR SIZE AND BAR QUANTITY <_ Ocd EE SCHEDULE FOR WxD, BAR SIZE EQ. EQ. SEE SCHEDULE AN FOR WxD, BAR SIZE D BAR QUANTITY AND BAR QUANTITY TRENCAH FFOOTIINALG1/r=1 0 2 EXTERIOR STAIR DETAIL 3 INTER sOR CURB FOUNDATION CMU WALL 4 INTERIOR FOUNDATION CMU WALL LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' QC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x6 WOW BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"x8" WEDGEANCHORW/2" WASHER SET IN HIGH STRENGTH EPDXY EMBED. MIN. 0 16" USP SPTH4 OR SPTHB BTM OC MAX5-1/2" AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" SEE SLAB SCHEDULE EXT. PORCH SLAB W/ 112' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:3/a•=r-o• (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q O SPACING REQUIREMENTS co Q to Z 8" CMU WALL 0 i M SEE SLAB SCHEDULE .4' CHAMFER (I -STORY) 6' CHAMFER (2-STORY) Z TCH STEEL i REINFORCEMENT iv PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ?w BAR SIZE 48 BAR DIA. 3' > #3 18' O #4 24" #5 30" #6 36" #7 42" PVC CHASE THRU FOOTING 6 SCALE: 3/4'=1'-0" IG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX:407-774"4078 www.abdee4M*up.com AA #:0003325 b aUNDIV. /e L07! ABBOTT PARK LOT #34 BLK. #8 Plt f=T — 4 083 MODEIA 3EEB "2260—ELSTON" GARAGE BWIN*c RIGHT PAGE: DETAILS 160 MPH EXP. C DRMT ATO 11/26/19 SCALE: 1/4"=1'-0" sldEET S1=1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = P-0" 144i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdo*Wtgroup.com AA N: 0003325 soil A� svansv ee "' ABBOTT PARK LOT #34 BLK. #S !i41 amCr - 4 3 MODUTA 3EEB "2260-ELSTON" GAAA M 8TIUMt RIGHT PAOM FIRST FLOOR DOWEL PLAN 160 MPH EXP. C IRDFT all 19 CAZZ. 1/4"=1'-0" HE= s1.2 rr-TIEVERTICALRE_"AR TO HORIZONTAL REBAR W/ "... GROUTED BONQBEAM — VARIES PER ELEV. Z e N rl .a 5 'p CLEAN OUT REQUIRED FOR INSPECTION TIETVERTICAL REBAR TO HORIZONTAL RESAR WI 1(r HOOK ���I Z yE 55 0 M#742" HORIZON TAUVE RTICAL REINFORCING SCALE: 3/4'=1'-0" 0 � NEW REINF, BAR OS It SECURED W/2-PART I EPDXY. M,N. EMBED 6% UNO = d FOLLOW ALL MANF. yS I SPECIFICATIONS FOR 2 !_ a USE AND PREPARATION OF �a STEEL REINF. OF BOND.BEAM ADDING BAR TO 0BOND BEAM SCALE: 3/4"=1'-0" A Z OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA METHOD ##44 24 HORIZONTAUVERTICAL #5 30' 0__,2E�IFORCING #7 ar #5 BARS m1 IL 16JR. ml -1 . a4 CMU UNIT DIMENSIONS m ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4•=1'-0• O 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774.4078 www.abdaalgWBroupcom AA #: 0003328 a o au miv &A Eo9! ABBOTT PARK LOT #34 BLK. #8 P1tOJ>OCT 4181.00t34083 wopxu 3EEB "2260-ELSTON" oARAos swards RIGHT AAGIC: DETAILS 160 MPH EXP. C 91 DUDIT wil/28/19 GICALIL 1/4"=f-0" smin" S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 IZ HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING LS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4• NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK p� TAN REMARK O(2)2x6 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. • BOTTOM OF LINTEL 1T.OA. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fI) W REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 808 (1)eS (7)#b NIA GROUTED SOLID B82 MASONRY 3000 8x8 (1) w6 N/A GROUTED SOLID "CAST-CRETEe SAFE LOAD TABLES SAFE GRAVITY LOADS FOR W PRECAST a PRESTRESSED U{INTELS SAFE LATERAL LOADS 8" PRECAST a PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST a PRESTRESSED U4JNTELS `IMI�IeN SAFE LOAD - POUNDS PER LINEAR FOOT �'S SAFP` OAO *—*-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SIM WON lolea wN rmn ww win TYPE LENGTH 61Je RCW Y TPE LENGTH ~ rear �+T Brim �+T 114m Xw4T owl" &-m4T WSW wmw loMar +w+T war a1M o" loss eP7nfn ero-M enf-s eons lows 31C (47') PRECAST 2L71 mas as low low m taw Yr On PIMCAST "M I'M IM 114' M PROMIST an mem 4m low as 7ee1 eels 4m 0113 low Mf4 10m lfm see an eM4 eW M awe "I'l 1r4• (407 PMMW ,bee mow as r4' (48) PRECAST m m 13119 r4r on PRECAST m moM low ar 4m tle em ww etl ou 7w an Awe ,lw tw aM m w 4100 Ma am rr PREr.AIT few lm mow w ml 4m Me etl 11C �') PRECAST Mg a01 on rr On PRECJMT tMr no awl aloe 4M 4n, mR4') atl 4m as lw m/etl Hla 7711? 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Pg6JA5T m m MO 5-17 M PRECAST w 1 em moll as as 1m ww 4m w flop moo s moll 1m 41a rr lTa1 PRECAs7 Mom as am aer Mmo mow 4m low Sr (m PRECAST 60T m mo rr t tl ml 1ae aft Me low em w 14a tw as I vo I mow I a'1w T'r PM PRECAST TO mf 111A Ma aM Ma as I moM (111n PRECAST 424 534 m 74' Ra") PRECAST moo.1 aulma BWi Me mf im m m m $W Imo Im ,tl m I arl I Mlo I aM V4' 11 PREOMT l =) 6a4 m tine ttl mow low aN ale V4 (t1s9 PRECAST 326 a12 28D a4• ry12y PREcasT M tl t1 Mf w 1M /M w atr m me ter I 1tl am slo '� ('� PwcAST m m mop mm tM >M (146') PRICA6r 2% 401 180 70•r 02" Poem" w m M , , all M ,m tw no m,Sr m m no, 1"1 tm aM I moll ,14• (18a') PRECAST Bat m w m" wtl awl 4tl H4' (186� PRF31A6T Sep 40 1a4 114' ry3P► PRECAST 4N tl M 1w 1H 17M m M less all well awl 4w 4M w tm ter tine. moll ' (14� PI�A6T w m am :lee m low (t14y PRIGIST 344 40 IV I" ry4n PPJECASr Imo m 7m m „ 1 ,re w w m"M mow m m1110• m w Be Iftj lmj Im. aloe I" (ta0") PRECAST 2S6 4n M fain 14M ,w Ma low t34• (1a0"j PRECAST 217 9t4 11O 1" rya6� PRECAST 4a m w rr tl 1 4" m aM $= lees MN w 4a 40 70 lm N 1 lee, 14%V (1ae') PRECAST 270 414 tl sin 1tl fell 7410' ryar) PIMCAST 206 293 100 1*r (IMP) PRECAST w m no79/ w 1 tm M m teM tla tin/ tM ale no An m 1 1 ttl I" (1T6') PREe1RHt� NA M M M let M M M 141d" (17S') PIE3IIES� NA 204 01 11'r (IM PREFIM EG m am tl m m tl m mod m m is 11a ,sl 4M m m 1M all an au 1S4• (1S" PII6811 NA M M molt M M M ,S4• (7a4') PFRUMM NA 260 83 1S4' PIS ry� !a w as m tl ae m m w , of 1 t fw 4tl m tea 1fa as me moll 174' PM PRED11l65lM NR M M M M M 'M•� P1 NA 1W M 174• R0a') PliwigHS� ill w m tl 4a tl M1 7,r w f lw Awn m tloe w M m 1m ,tl 1M mow 11114' Rat') PIm71a1a® NA M M M M M M 1I4' Mn PR1611M16D NA UN IS M4' R3r1 FI 1e w m tl M 4M w w w MI w 1 w tm m 40 w 1llo 1w so tPr 214• (? n P NA NR M M M M M 214• Will PflEtIP� N.R. in 42 me Ree'1 PRE6TR6t1® 142 in tl m ell m m or 4N fat tl tl m 1041 w mop tl M f1M 1m 1/1l 22W RIIP) PR611PLM97 NR M M M M M M � RarJ PIEeI NA 116 40 2ro' R64'1 PRB'f 1lo W m m 4a M m 1• M m 24 1w 1ae vu tmo w m m M w M 2411 M 41e w 4a m loll W4" Rw1 PRii7RS5S® NA M M M M M M W,r Raw,) PRa111E110 NA a1 33 W-W RM') PRE w tl M m m Imo m w w r tl tl ,m /w (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. ALL VALIJES TAt®4 PROM •aME LOAD TABLES' BY CA6Twm MAY 2016 EDITION . PWAST PRODUCTS BY OTHMTO MEET OR OCCESID VALIES STATED AIM ALL PIMCIIST PRODUCTS AM 70 BF SITAU ID M MIIMIFACTLM SPECS'1CATIOld -PNOM IMMI r OF MWIIW PAST EACH ODE OF WINDOW OPI11q PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE ONISION ACCEPTANCE #: 164126.03 8F16-1T1IW BTM. @ 6'-8 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesVigroup.wm L AA 6: 0003325 Is 6 p SUDDIV. All 101 IN ABBOTT PARK LOT #34 BLK. #S ruor�cr 48. 4 MODZU 3EEB "2260—ELSTON" owiewas sw>trta: RIGHT PAOr. FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 160 MPH EXP. C Fman O:AUMil/28/19 Z1/4"=1'—O" s2 NOTES TO THE INSPECTOR/CONTRACTOR TIP i. PLACE LINTEL ACROSS TOP OF OPENING. r BOND BEAMB'z8 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \" 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \ PLACE STEEL HEIGHT. ( REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH #5 BAR CONTINUOUS AROUND (1) AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 \. TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE, TYP. 8'xi6' 6. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30' LAP FOR EACH O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#6 COURSE Of BONG BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, 8. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEER — VERTICAL REBAR W/ 1O" HOOK r.� ez18 DBL. BOND TOP OF / QEiF' BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM \ • Q W/(1)05 BAR .y: BOND BEAM 30" TYPICAL FO F=FILLED W/ GROUT I .��0 U = UNFILLED GROUT SOLID FROM TO NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF#6'S, IN 2ND BOND BEAM BEAM COURSE #6 BAR IN BONG BEAM SEE NOTE 5 �/c �16-1T/1 B LINTEL WC(1) ff5 BA�RR(L2)E NOMINAL LENGTH OF BAR =WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP $' OPENING-2" CORNER BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0" THAT XFXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Ll) REFER AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAMA TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.146 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4-) 8- FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-19' EMBEDMENT #5 BAR BENT AS SHOWN 3 2z6 (MIN 2 X 3) 2-W18 TAPCON PRE -CAST .a 1b. OR DRIVE PIN (MIN SHANKIt WINDOW SIZE.146 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18' 70' 1-1A1' '1:O0 ^ EMBEDMENT i 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELEN L SO SHANK SIZE.146 MIN HEAD ASTO MIN EMBEDMENT 1 2X4 SOLID BLOCKING SIZE .300FROM BAR O BEPL PLACED IN CCH END AND EACH SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O,C. MAX. MIN 1-1/4". MIN. 2-12d PER BILK EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM Wl 7116" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1!2 =1'-0 5 SCALE: 3/4"=14" 3 SCALE: 3/4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. .% I I s I I SINGLE #5 CORNER ED 30x3O TURN UP STEEL REINF. OF ORTURNED DOWN INTO FILLED CELL BOND. BEAM 6 II I II / IIII/MAI 8x8 CMU PIER PROVIDE #6 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BONO.BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3l4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 314'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoe4ftmup.com L AA 0: 0003325 q v sysa:v. & LOTs ABBOTT PARK LOT #34 BLK. #S PUOJWT#1 MODZ e - 4 083 3EEB "2260—EISTON" GARAOR DWDM: RIGHT PAOX: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 12"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 9B 108 3 MANUFACTURER'S SPECIFICATIONS. 1 d 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 CLEAR SPAN OPENINGS. 1 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE _ /r % FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I4 III II u u u u i1 n it n1 n u n u u u u n u u u I" PP OVSUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND IyhJl II II II II I) II (I (I II II II II II II II II II II II II" 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �1 )))`I1I 11 11 11 It If 11 If 11 11 11 II iI II II II II n II II e SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED II J II II 11 11 11 II II II II II II II II 11 II II II 11 II I FASTENER, ZF 72 P8S36..177' " x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I II II II II 11 11 II IIJHII II II II II 11 11 11 III If II II 11UNLESS OTHERWISE SHOWN DIFFERENT. If 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ONRATIONAL S. III II II II II II II`�III II II II II II II II II II II 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 11 11 IIF II 11 11 It 11 11 I Jan 11 II If 11111I---11111I---�{j11F 111 11 1I IL— 11 IIJ211 —11 1 4 I 3.1 1 1 u u n n n n u n u 1 u n 1 n u u 1a un1 a u1 p� �/��� C,1/�1 �p �}�p II II II II II II II If II III--11 II II II i������if--Nj TRUSS MMUFAC I YRER / SONEER NO t Go: 1 11 n 11 11 11 11 11 11 11 11 I 1 1 11 11 11 11 11 11 11 11 n p II II II II II II II II II II II II II II II II III 4 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,W0 LEIS SHALL BE 3 1 FABRICATED W/ A 2x8 BTM. CHORE (MIN.) I n u n n u ❑ n n u n \ n n n 11 n n u u a n l 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS 1 WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT 11 II 11 II I I I I I I I I I I II p /) II II II 11 11 11 II 11 11 11 SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ CONNECTIONS TRUSS COENGINEER I3 RESPONSIBLE FOR ALL TRUSS TO III II II II 11 11 II II II II h)11 II 11 II II II (I II II 11, 4. AVD PLACING A TRUSS PERPENDICULAR TO ASTEEL COLU. / MAINTAOIIN AT MN LEAST 8" FROM THE CENTER OF THE COLUMN. 1 11 11 11 11 11 I I 11 11 1I 11 I I If 11 2X4 WOOD BEARING 11 11 USP LGUM46 W/ (4)3/8" x4" WALL W/ SYP N0.2 WEDGE BOLTS TO CMU AND (4) II II IIb-D111 II II II II 11 11 11 STUTDS 1 WOOD II II WS3 WOOD SCREWS TO BEAM u u u 1u u u u n u u n n WALL EL. B'A". n u LVL _ 5 4 DBL _ _ HJ7 HJ10 1' 1 STUDS 1 - — _ 4 -I -- — — - «J7= WD PROVIDE DRAFTSTOPPING HA ALONG THIS TRUSS AS TO _- gg LIMIT AREA TO 1000 S.F. PER FBCR 502.12 r-------r STUDS x FIRE I Da"S' I - — - — - ECURE HD26 TOTE GIRDER L_-------J 1 = WI(4)10dX 112"NAILS , TO z 314"SUB _ CM_U W/(41 3/16"TAPPER r_______ FLOOR y(4 NAILER IA PRE FABRICATED IJOIST 98 tOB 3 FOR DRAFT 9.1 CJ3A GT x 24" O.C. MAX PRE-ENG. __ STOP FUR. TRUSS § 1 �Q 11 EJ4 CAA 11 11 11 ENV 'EEw �,I PRE-ENG. FLR. JOISTS i ) USP HTA18 WI(2)12" a== J WOOD PANELS 3/4"PLYWOOD FJ4 DRAFTSTOP 'll=F14 ---------------- --- PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP I�YJ 3l4"PLYWOOD FLOOR FRAMING PLAN DRAFTSTOP P_L�VIEW SCALE: 1/4" = V-0" [JOIST DRAFT STOP DETAILS COLUMN SCHEDULE �� al2f a 9Ase PLATE OR REMARK DEisCRIPTION REINFORCEMENT 4z4 (3 1/2"x3 12") USP HTT4 W/ 6/8" DIA. x 5" m SYP. PT, WOOD POST EXP. BOLT 1441 N. RONALD RL:AGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774i078 wwwsbdasigrlgroup.com AA N: 0003325 !;, 11 � L- 2 7 O 6 vsa:v. aei/on BBOTT PARK LOT #34 BLK. #8 04 81. -34 3 >►coaars 3EEB "2260—ELSTON" ow>tewas sue: RIGHT PACE: FLOOR FRAMING ELEVATION 'H' 160 MPH EXP. C A Dw � 11/28/19 sz� s3 PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10dxl 112"TOTRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) lod x 1 11 2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6', 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ is iu GIRDER CONNECTOR(S) SCALE. 3/4"-1 0" !m sAcmiOG( Imaw38 4500 3/4' WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG h)OIST 5/8' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP NO 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO SEPT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112" GYP. WL. BD. I -JOIST CONNECTION L.B.W. 4 SCALE:3/4'=1'-0' (NO UPLIFT) OUTER 113 ( SPAN ONLY ENGINEERED WOOD TRL C 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 DEPTH —HOLE EDGE >543" F• —HOLE DIAMETER < 2/5'D SGL. STUD EDGE>5/8" lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 1 Z' O/C NOTE: A PT SYP #2 2" x 4", 6', 8' x 4'-0" MAY BE ADDED W/ IDo NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. (A) USP LUGT2 W/ (5)114-XT POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND (12) WS3 SCREWS FL#6223 IF 4 BOLTS ARE USED 'eLMAIONRY BOND \\— ENSURE THAT CELLS ARE GROUTED BEAM SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LSS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) SCALE:34'=i'-0 LSTA12 20 GAUGE W/ 10dxl/2 HDG COMMON NAILS. 0 EACH END TOTAL OF 10 Zip ' 81 BALmKODL 1MtlOi0 4500 3/4' WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER LVUI-JOIST WITH BACKER BLOCK HTT16 WI MIN. 7" El TO SLAB 2-1/2" NA POST TO ON SLAB 51LVL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0' Mill Imillimills I■�t —,—I�t■ _0 A - USP TFL7716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED IS) 10d GALV. COMMON NAILS TO HEADER AND 12) IW-117 GALV. COMMON NAILS. TO JOIST FL#17241 B - USP TFL2316 G < 1230 LBS, U < 140 LSS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-112" GALV. COMMON NAILS. TO JOIST FL#17241 BTM. HOLE DIAMETER BB • USP THF23160 G < 1335 LBS, U < 140 LBS Wl (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 3/6"D DBL. STUD EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1IZ' GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (12) 1Do GALV. COMMON NAILS TO HEADER AND (2)10dx1AZ GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16) 1Od GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. STUD NOTCHING TO JOISTFL#25749 WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 8 SCALE: 1 1/2 =1'-0 9 SCALE: 3/4"=V-0" 1111175 UPLIFT USP HTWM20 W11010d TO TRUSS AND (4)1W x 2 114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAD 10d TO TRUSS AND (4)114" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0- TO 30--0" (1)'X" BRACE EAMS) 30'.1' TO 60'-0 (3) "X" BRAGE ECURE 2x8 PT. PLATE 6'-0" MAX (WI1X4) (1) "X" BRACE CENTER O BILK W/ 12' DIA. 10'-0" MAX (W/2X4) I VICOR BOLT Wl2" �I" 7K- FROM CENTER ENDEQUALLY ASHER SET IN HIGH 2x WOOD FASCIA, [JANCHOR TRENGTH EPDXY 8" SEE ARCHITECTURAL IN. EMBED. AT 32"OC ixb DIAGONAL BTM. CHORD PRE-ENG GABLE TRUSS ECURE GABLE TO 2x8 BRACING, SEE .T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (ASPER .C. MAX MAY N T BE REQUIRED TRUSS ENG) ONT. 2x4 SECURED W/ ) tOd'a 0 EACH TRUSS TO BE INSTALLED 0 BTM. CHORD OF 10'-0" O.C. MAX IT _ TT TL WOOD ROOF TRUSSES 10 BTM. CHORD BRACING 94r O/C `-END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3'4"=1'-0' 24" 24' MM. w/ (JOIST S8' END B" MAX END W/(-JOIST Rlwayao BTMrYP TW P WACINQ I SEE FRAMING PLAN END OF MAX MAX MAX LEDGER BD. 12' OF.. (2) 2X8 SYP P.T. W EDP (2) 2X12 SYP P.T. BOLT/J-BOLT W/2' LEDGER BOARD LEDGER BOARD TO BOLT/J-SDLTW/2 WASHER 8 SVC TO BE USED 1. ENSURE THAT EXP. BE USED WITH (JOIST WASHER & 51 MIN. EMBED. (TYP) WITH 1-JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS,8'ALL AROUND BOLT. FROM 2. SPLICEOFFRONT ANIO REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 3.A i m 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 00 4. EX, . SOLTS/J-BOLTSSHOIAD NOT BE ANY CLOSERTHANB' SYP PT Z O/C. 2 �o 5. ONLY LEDGER d1 DIRECT (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE iDMAfJ18 011INWABFACNO A DOUBLE SYP 2L8 1/2' 8' MAX 24' O/C MAX. B DOUBLE SYP 2L12 (2) 3/4" 8' MAX 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 10 SCALE: 3/4'=1'-0' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:&4'=i'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND UITERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. ITSHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT AND TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdes4pigoup.com L AA #: 0003325 i J s 9F b sysa:v. as Loa: ABBOTT PARK LOT #34 BLK. #S r�eoascr 04 - 40 MOIDDZU 3EEB "2260—ELSTON" GwRAGS swixos RIGHT PAGI: DETAILS (I —JOIST) 160 MPH EXP. C USP LFTAB W/ (16) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING USP LFTA6 WI (16) So COM�N NAR s EACH END FL#17244 WOIST LVL_/ V;P TESTRAPS WI10dx1 1/2' HDG NAILS FU M7239 WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O W000 SHEATHING SEAMS) (BLOCKING�.�PRE-ENGO TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 8" CMU WALL — REINF PER PLAN (2) 2x4 P.T. W/ - MASONRY NAILS ® 12" O.C. 1X2 FIRE -STOP STRAP TRUSS TO PL. SEE SCHED. BELOW #8 WOOD SCREWS x 2' LONG @ 3" O.C.; STAGGEREDOFF CENTERLINE 3/4' AS SHOWN JAN /4" a -JOIST (SEE SOREW PATTERN NI FRAMING PLAN) BL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 101S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR 3 TO EXTERIOR WALL SCALE: 3/4'=1'•0' TRLM TO TOP PLATE A - USP MTW-12 U - 1195 LBS W/ (14) 10d GALV. COMMON NAILS. B - (2)USP MTW-12 U < 2390 LBS W/ (14) 10d GALV. COMMON NAILS EA. USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ IOd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE IOd x3' PRE•ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 1/2"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-112" EMBED. MIN. 0 W OC MAX. TRUSS CONNECTION @ L.B.W. S9a(i) SCALE:34'=1'-0 #8 WOOD SCREWS 2" LONG a 3" O.C.; STAGGERED AS SHOWN tL' 2X8 SYP #2 LEDGER. E BOLT SCHEDULE, 101S3.1A. 8' CMU WALL REINF PER PLAN 1' PER ELEVATION f4" 0 'r BCREWPATTERN 1 .1' —1-JOIST (SEE 2x4 P.T. CEILING 24' M FRAMING PLAN) NAILER W/ MASONRY NAILS ® 12" O.C. ,X2 FIRE -STOP SECTION DETAIL AT 1-JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-9' ROOF TRUSS 6 SYP NO. 2 1 I WOOD POST TO SLAB.'11111—.1�11111 SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 TRUSSNVOOD POST CONNECTIONS 10a 10b 10c SCALE: 3/4"=,'-0" TRU86 7o Posr caN4Ec7LDN A - USP MTW-12 U < 1196 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 B . USP HTW-20 U - 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U - 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FL#172419 POBrTO BLAB CON OCTION ASB - USP PAU44 POST BASE <U:2,265 G:6,T75 W/ 6/8 DIA x 8" EXP, BOLT FL#17239 USP PAU46 POST BASE �U:2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB-U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:4O7-774.4078 wwwAbdesigngroup.com AA 0: 00O3325 Is 8 eJ --1 as nit O �p amwiv. a LOT. ABBOTT PARK LOT #34 BLK. #8 PatOJa�CT 4 —4 HODlIs 3EEB "2260—EISTON" OARA011 BWD90L RIGHT ]PAGM: DETAILS (I— JOIST) 160 MPH EXP. C Il/28/10aCUM 1/4"=1'-9" amis=S3.1B� 29'-8" 21'$" 8'-0" 4 2. b N O Al+110'-0314" Z TOP�OF DECK p � v � 4 N OPEN I V�-------------=J W N `v 2'-8" 9'-0" 8'-10" 5'-10" 29'$" SECOND FLOOR DECK PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.40TS www.abdeslpgroup.com AA M:0003325 i Is Q� O NJ i iLi summm as M ABBOTT PARK LOT #34 BLK. #S rnon=Tfp 04181.000-34083 HODEMA 3EEB "2260-EISTON" OARAGZ swDVG: RIGHT 1p m: SECOND FLOOR DECK PLAN 160 MPH EXP. C 19 RUCT DA 11/26/19 scw:.s:1/4"=1'-0" s!IlQ3M S4 DBL. TOP PLATE CONT. LAP TOP PLATE A MN. OF 48" AND NAIL Wl 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4-O.C. BTM. ❑e AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD INSTALLATION. PROVIDE 1/7 FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLER(S). NAIL W/ 1 Sd COMMON NAILS. W ALL TOGETHER W/ 16d �1 2-ROWS, 6" O.C. N COMMON NAILS, 2-ROWS, 6" io O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND • FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 314' DIA. x 8' MIN. EXPANSION WINDOW (1 ' JACK STUD 2z NAILED INTO BOLT W/ 3x3 OVERSIZED �—�L INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" CONC. EMBEDMENT SECTION A A FILLER BELOW W/ 16d MIN. COMMON NAILS, 8" O.C. SHORT 2x STUDS BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS g COMMON NAILS, 2-ROWS, 8" Wl (2) 1 Od TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END SIZE AND QUANITY PROVIDE 1x WOOD FILLER(S). O NAILS ALL TOGETHER W/ i6d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' USP RT16A W/ 10d x 110 O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTHB OR ALL HOLES SPTH8 TOP & BOTTOM 4' MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d FL#17238 x AND NAILIL W/ 16d COMMON 1 1/2" GALV, COMMON NAILS, 2-ROWS, .C. NAILS (AT EACH STUD) FILL EVERY HOLE. 00NOT USE FL 3' LONG NAILS FL#17244 T ' BTM. MEMBER OF TOP q 1 PLATE SPLICE MUST LSTA18 W/ 10dx3' OALV. COMMON OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 2x MID -HEIGHT BLOCKING 4' NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS �( t TYP. ONLY FL#172/4 SEE SCHED OR # STUDS JACK STUDS W/ (2) 16d NAILS EACH END NDER EADER m SEE SCHED OR #FULL HEIGHT ..... 2x STUDS " 4AXB IN L 4- 4" 3X3 OVERSIZED WASHERS PLACED 4" 32. MAX TYP. TYP. 32" O/C 6' MIN CONC.EMBED. TYP. r_r mer,ur_ 16' MAX. I 16" MAX (3) 202 HEADER PROVIDE DBL. TOP PLATE 1/2' PLYWOOD FILLER(S), NAIL CONT. ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 �2'0 ��! LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER, NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 24 1 (3) 2x6 (2) 2x8 (3) 2x8 (2) 200 (3) 2x10 (2) 202 (3) 202 111=8PA08p8U'04 8=111M gOWD.O. 0-2ft �vg{i ¢ 2 2x4 2 2x4 2 2x4 (3)2x4 3)2W SPAN KINGS SPAN KINGS x (2) 2x8 (2) 2x8 2) 2x8 2) 2x6 (2 2x8 2 2x8 3) 2x8 3-4ft 5-6ft 0-2ft 3-4ft 1 2 0-2ft 3-4ft 1 2 2x4 2x4 jail.. 2 2x4 2 2x4 (3)2x4 (3) 2x4 2 (2) 2x (2) 2z8 (2)2x6 2)2x8 2x4 2x4 2.4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-6ft 3 5-6ft 2 7-8ft a N U a 2x8 2x8 2x6 2x8 2x6 2 2x6 (2) 2x6 (2) 2x8 7 - 8 ft 3 7 - 8 ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 9-10ft 5 9-10111 3 2x6 (2) -10ft El 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10-12ft 5 10-12ft 4 2x 8 2x8 2x8 2x6 2x x6 10- 12ft 2x4 2X4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 20 1 2x8 I 2x6 1 2x8 1 2x6 1 2x8 1 24 1 20 TYPICAL EXTERIOR WOOD FRAME 1 WALL CONSTRUCTION DETAIL SCALE: 3/4"=V-0' PROVIDE (3)STUDS* J —NAIL STUDS —NAIL STUDS — CORNERS LAPTOP TOGETHER WI TOGETHER O E H PLATE MEMBERS 12d @ 12' O.C. O.C./ PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHING, "ROOF/W SHEATHING CORNERSLAPTOP SHE 'ROOF/WALL/FLOOR FASTENER FASTENER SCHEDULE" PLATE MEMBERS THING SHEATHING FASTENER SCHEDULE' PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 C1 EXTERIOR MASONRY / WOOD CONNECTIONS 2 PLACE 30# ROOF FELT BEHIND SCALE: 1 1/7=141 VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1/2' DIA. USP GALV, PFM FREW ANCHOR 6" MINIMUM EMBEDMENT INTO GROUTED CELL, 6' FROM ENDS AND 16" 0/C, VERTICALLY MAX NAIL STUDS TOGETR W/ 12d Q 17HEO.C. SHEATHING ON INTERIOR OR B EXTERIOR OF WOOD WALL 1/2" DIA. USP GALV. PFM SREW ANCHOR 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6" FROM ENDS AND 16" O/C, VERTICALLY MAX PROVIDE (3) STUDS 0 CORNERS LAPTOP PLATE MEMBERS 16" MAX. PROVIDE (3) STUDS@ —� CORNERS LAPTOP PLATE MEMBERS NAIL STUDS ---- TOGETHERW/ 12d 0 12"O.C. PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C3 A (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x8 & 2x8 WALL BEHIND VERT. STUDS SO AS rn scoeosrc wmn aun 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdosWigmup.com #: 0003328 a 6 O @g@gC y stnmty as LOT: ABBOTT PARK LOT #34 BLK. #S P OnWIT _ 4 083 MODSTA 3EEB "2260-ELSTON" GAMIAOR STIDIM: RIGHT PAOl: DETAILS 160 MPH EXP. C ppm" -1 DATM 11/26/19 sCALB: 1/4"=1'-0" BEEN S'P S4.1A SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407.7744078 www.abdos*ngroup.com k AA N:0003325 , I of g� l� O 3a 9 fi sysnnr. & Loln ABBOTT PARK LOT #34 BLK. #8 P>44 anCre- 4 083 MODRU 3EEB "2260-ELSTON" GA1RAas BWUM: RIGHT PAO& SECOND FLOOR DOWEL PLAN 160 MPH EXP. C A ABOUOMM L _ AR NO 9.3M L 11/26/191/4"=1'-0"1'/� FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1Dd x 1 UP HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE'.>8=IP8I114 1 REMARK O(2)2x6 BEAM SCHEDULE ZaNSM INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL /T.OA = TOP OF ARCH/T.O.S= TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c SIZEPSI) WXH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)A5 (i)a'S N/A GROUTED SOLID 882 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U4JNTELS SAFELATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS wle SAFE LOAD - POUNDS PER LINEAR FOOT *-4-- SAFE LOAD P UF GaantGeelM SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Nw waft �w own aural 11 TYPE LENGTH RCMI TYPE LENGTH wo." aMil �+T aFam ar►,T aneir �T effort �'tT 024tf a+" wait wall" WNW M14D aM►ti ;m eNFN ate•ie was -is IPeiti nuo 8.43' (an PREGIST 26,1 mass was as 4m ON aaM V4' (4n PRECAST ,0215 1011 16NI Y4• (a) PRECAST aw aM II Ms ill! 7M MM 4M em fort am tank 'm ttm aw aM al 4M am wl 7 M 4,,0. (le') PRECAST 1ee1 7M1 aM fw0 4M '.. eta 'T'p (�) PRiCABT 7eF 762 7205 4t0" ( PRECAST Im aM Ms am 4M NO aM aw, 4m em im MM I'M{ taw aw MM ala Ma 4N0 wa 1eM rd R49 PRECAt>T 1tNe 1m aw Mir am 4m am all �� PRECAST 1072 4'4r PRECAST IMr 300 all lase 4M 4/t/ we an 4M as Mrt W2 tMn ttaw tall Mn Rally aM 40a 4111 aM 91' (M-) PRECAST ,217 tM fela ali 4m 11 (M9 PRECAST 411 411 TO " (M9 PRECAST us , an Mle am um 4m ,m am aM lW tm Ira am am No am 4m S 10• (r09 PRECAST 106t HM aM wN MM a " assay SM 6-10• (Te'1 PRaX'J1BT MO 286 Me B-7S• lm9 PRe1.tET m MM 3141 am 4m ,a1 am 4m „ ar m tm am m am awe 41M re (r89 PRECAST 1m 21" am aM am 4M lwl �, oe'1 PRECAST /e7 7zt 4eo C4• (7e'1 PREc+1ET m aM tan it" am m1 am '., aM m ,4a. few am am Mel ara r4' SM PRECAST 74l Mt tm am ww m am aN T4" PR OM") ECAIBT 4M 6M M 7te' (40') PRECAST m MM Mt IRS Mam to aw la ,m I ,m was I am no wM "{ (71� PRLR'11eT eM law am a n am am C•4' hit) PRECAST e2e 612 2aD :�" (11t� PRi°u' BT M Ma , !to Y am am M an ate Iw law am MN tar (12" PRECAST 4T6 assrt Mr am awa tm 17d p25'1 PREgIST 2M 4M t4B ,C4• (190) PRMAIBT m 0a m , Mt n no tae, m M „M aw US MM am 11< (176') PRECAST Sat M 1m am am 4m itW (12e9 PRECAST 2eD 462 1M H'i' (f26� ►IIEC/18T 4a M m ,M ,n IRS *7. M taw am Mo 40 4" art Im IM ,m" a1M (,4a7 PRECAST StT4 M ,s4 flea mb am ,Z D' c,M') PRECAST 2M 40t ,S7 ,2d (,44� PRECAST' 4M 40 MI • „:� twl am am awe 4M aw aw Im , ,etMa (ion PRECAST sae am 13W (16" PRECAST 217 3M 110 ISW (1ln PRECAST 4a m M 7a m tI" ,m ,m '. am Mr M m m ,tw 1416.d , ,M N-0' dee'1 PRECAST 27S 4M ml Ml/ 74�0' (1ee� PRECAST 206 26f 100 74W Mn PREGABT a4 M m 7M m 1 ,m 44 m ,m tm tm tm MM In 4a Fly 1 1 tM 14te' (17S') PRmIRE88® RR M M Na M M NI M 14%V (17B) PRH1REMM NA 2M e1 N4• (176•) PRE m m M m m m M m M 1 M tit t,al ,1M 40 m a/o Me am am oa are per► PRee111deeD NA NI NI M Mt IFW (,M') PREb1PEtBED NA 2e0 of 1B"4 (1e1') PR261R81eeD m m m m m M M M m at , " rw tm IRS ma am >m ,r.1' 010e1 PglIB,RE80® 1LR M M 'a M M trr �� PRLBIREBBtD NA 1M. M 1rr p1A6'► PRPSTR till 1M m m 4w m M to M m 1m M ara m m m as ,m.� tm Ma W-4. 0llt'1 PRNIR NA M M /w M M tw M ,V4• PE'i P1611EBBE0 NA 14e 62 te'.i' R�'1 Pllii, 1a 1M M m ale 4M 4rt m ert M1 e- 1 m "V m M 1M 1M1, tm tm tlN 21ta' Mn PRB81RE8B® NAL M M M M M �4" On PRE NA 12e 42 ti'•P fa�7 PRBT,REBB® ,a at aM m 3w am m M 4M m m mzW m aat m m m m It" tm "a GM)" NA M M M M M M 2" � PSEPRBM NA 11e 40 21 P onPRFl1Rfi111M 1A 1a m ale 4a m m m m m iq tal tm tm m ,M m 1» m m m fa M m M Z. M 24W as" PREe1REpED NR M M M M M M ( PRl(<TAB N.R. e1 E 24W dn") R 1x m M m m to M s m m an m 1m mm"d (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR •ALLVALUESTA1034 PROM'eAFE LOAD TAKES' eY CABTOREIE WY 2M6 EORION -PRSTECAPRICIMIM BYOMON 70 MEET011 E� VALUES STA7MAEOVE •ALL PREC.WPRODUC78ARE TOM WBTAUAD PERWIMIFACTUIE6SPWW"TIONB-PROVIDEM IA114'OP EEAPMGPARTEACHBIDEOF(M=MOMOM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 18-0126.03 SECOND FLOOR LIFT BEAM PLAN SCALE: 114"= V-V M' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-174-4078 wwwabdosipgroup.eom AA e: 0003325 q J � O ABBOTT PARK LOT #34 BLK. #8 04�00 — 4 moDmu 3EEB "2260—ELSTON" 0ARA0a swzxoa RIGHT PA01 h SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) %160 MPH EXP. C FICII.A W A ABOUCiACM L AR NO 93M D D11/2VI9DACAIsilQ FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1Od x 1 12"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36-177" x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER WTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2x8 BTM. CHORD (MIN.) 2, COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVD PLACING TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAOIIN AT A LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 8H� j DAM PLATE OR REMARK DESCRIPTION REINFORC UMENT 4x4 (3 1/Tx312") USP HTT4 W/ 5/8" DIA. x 5' SYP, PT, WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD.I LONGWOOD, FL32750 PH: 407.774407E FAX: 407.7744078 www.abdesWkgroup.eom AA N: 0003325 J ell I t oumlV. At LOT, ABBOTT PARK LOT #34 BLK. #8 PROJJUM 04181.00t34083 MODRU 3EEB "2260-ELSTON" �3ARAOS OWD101 RIGHT PADS: ROOF FRAMING PLAN ELEVATION 'H' %160 MPH EXP. C I � 11/28/19LM 1/4"=1'-0"ST s6 IF WHEN INSTALLING (1) USP (1 OR 2) USP RT16A RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. (1 OR 2) USP LUGT2 1Odx1 1/2" HDG NAILS TO TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE TRUSS AND 10dz3' HOG NAIL PER MANUF. SPECS. •ROOFANALLIFLOOR 1/2' GALV. COMMON L/FLOO NAILS TO SHEATHING NAIL NAILS, FILL ALL HOLES. SHEATHING SHEATHING TOP PLATE. FIRST ONE FASTENER SCHEDULE- FIRST ONE FASTENER SCHEDULE" APPLIED TO INSIDE FACE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS, EACH SIDE OF TRUSS 2x WOOD FASCIA SEE 2z WOOD FASCIA SEE ROOF TRUSS UPLIFT ARCHITECTURAL 216 ARCHITECTURAL 2x6 CONNECTOR NOT SHOWN SECURED W/ (2)116d SECURED W/ (2)16d FOR CLARITY (SEE SHOP GALV. COMMON NAILS, ENGINEERED WOOD GALV. COMMON NAILS. ENGINEERED WOOD DWGS.) ,x2 SECURED W/ 10d TRUSSES 0 24-OIC, lx2 SECURED W/ 10d TRUSSES 0 24.O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12' O/C FOR REVIEW 12" O/C FOR REVIEW DBL. TOP PLATE W/ USP AND APPROVAL AND APPROVAL SPT24 NAIL PER MANUF. SPECS. 2x STUDS 2X STUDS 2x BLOCKING 2x BLOCKING AT ALL SEAMS PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) AT ALL SEAM PLYWOOD A ALLOWABLE UPLIFT = 2260 LBS STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) (i B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) STRAP DETAIL 3 SCALE: 3/4'=1'-0' NOT USE D RUSS/GIRDER CONNECTORS TYPICAL GIRDER/TRUSS CONNECTOR(S) 4 Ss=Lq� 2a 2b SCALE:314"=1'-0" LE: 314"=l'-O" PRE-ENG GABLE TRUSS 2z4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) 0 24' O.C. MAX 2X4 DIAGONAL BTM. CHORD FOR STRAPPING BRACING. SEE PLAN FOR VERIFY LOCATION O W/ TRUSS PLAN SECURE 2x PLATE TO WALL W/ 3/S"x6' THRU-BOLTS 0 32- O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d'S 6" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGAtOKT Q 24" O.C. MAX 2x STUDS CONT. 2a4 SECURED W/ (2)10d'S 0 EACH TRUSS TO BE INSTALLED 0 10'-O.O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeskgngroup.com AA N: 0003325 Z LLL �a 1 sumly. ae Loa% ABBOTT PARK LOT #34 BLK. #8 P�JmCT 04181.00t 34083 moDulu 3EEB "2260—ELSTON" 0A tAIOs SWUM: RIGHT PAGZI DETAILS 160 MPH EXP. C 1 MCA=: 1/4"=1'-0" 1 S6.1A 4 xL A ROOF DNPFRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 711T O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4' O.C. EDGEWISE 2z4 BLOCKING ALL PANEL JOINTS W/ IN V OF CABLE END. cAeLE-Fro p�Eg1'--�1` N xS d-14 p-1� N3'o'� ZONE 1 = 21.67 PSF (31.57) ZONE 2 = 382 PSF (48.99) ZONE 3 = 64.99 PSI (74.90) 'A'= T-0- END ZONE DISTANCE BASIC WIND SPEED: "D MPH WIND EXPOSURE 'C' RISK CATAGORY! II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-DIE ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA SHANK TENSILE STR, SHANK 8d RING SHANK 2 112" 0.120" 170,000 RING (18-2RINGS SCREW SHANK I PER NCH)) 8d SCREW SHANK 2 117 0.120" PNEUMATIC SCREW -NAILS I 1. NAIL SIZE PERASTMF1884 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESRAS39 EXTERIOR SHIISMINLi USE 1/2" CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES W Y Z • 2 = U J y O i K a Y Z M y3Q� N N Z� a m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO RAF3TER cOR�t15S -`` mm���' �I Emm 11 111.1-1-1-1-1_` 1 ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMM �-• 8d RING SHANK GUN NAILS . S 8" O.C. IN FIELD. \ ' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS 0 1T O.C. IN FIELD or 8d x 2 1lY SCREW SHANK PNEUMATIC SCREW -NAILS Q IT 0.C�ILN FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION ACI 31844, BUILDING ODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SWILL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. O NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHIORING., SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-ON{3RADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C73 MAXIMUM AGGREGATE SIZE SKALL BE30r. PROVIDE 6%AIR ENTRAINED CONCRETEDOOSBTTO EARTH ORWEATHER WOOD: NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL SGIOSED EDGES OF CONCRETE ARE TO BE CHMFB ED 314. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, SPACING, LEDGERS, BLOCKING, CRIPPLERSSILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER FD =1100 PSI ANDA MODULUS OF PROVIDE 8-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE 11fUHt ALL &PB6IXJCftCIMD WHERE IHDICATEDON VA OR BARRIERMEMOETAPE ELASTICITY'- 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PROVIDES. SEAMS LAPPED S INCHES AND SE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SK41LL BE RATEDTO RETENTION LEVELS OF 0.25 POP OF A BORATE FORMWORK: CORROBORATETETRAHEDRAL (GOT). WOOD FOR STRUCTURAL USETHATSHAALL BE TREATED FORANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOTSHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LERTHAT "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLMS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTUAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTUIRAL.DEPENDING PCKIN PROVIDE SOLID SLOWING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI VYOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. 70 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS* BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O NOT SCALE DRAWINGS. THE COMPACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AS 15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A015 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIlWTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED 20 paf TOP CHORD -n-nourtenR REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR . 25" #6 BAR - 36" WOOD TRUSSES. 10 of BTM CHORD non-mnourrAnR P >M BAR • #7 BAR - TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS S INDICATING ADDITIONAL DEAD FORTHE ROOF D PROVIDE 36' z 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS M AL ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 p TOP CHORD20 paf TOP CHORD ILT SHINGLES) GYPCRETE) (7 paf w/ ASPHALT pafaf ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BTM CHORD 10 paf BTM CHORD 5 C 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: tOpaT MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PAf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WINO: DEAD LOAD SPEED 01bEXPOS MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 7-10 ABBE EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTICR2017 LIVE(ASCE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCES FROM THESE LAYOUTS THAT STORAGE: E STORAGE: 20pa/, Fl4BITA8LE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER AND WITFDUi THE APPROVAL OF TIE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pai, OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORID MASONRY CONSTRUCTION AND MATERIALS SMALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW "SPECIFICATION MASONRY STRUCTURES- (ACI 530/ ASCE 5ArMS 402, BUILDING ODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSC, GRADE Pm = 1500 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPNS OF STRUCTURAL DRAWINGS (CONTRACT OCUMENTS)ARE PROHIBITED PLAONG CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USA STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOLOMTM SITE PREPARATION: "M' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING TYPE OR'S' MORTAR SHALL BE USED EXCLUSIVELY ASTM ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED A9 OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB DE SHALL, COMPACTED A DRY DENSITY BF AT LEAST THE REMOVEM SHALL BE 9/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM MODIFIED PROCTOR MA)(IMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-7557. TREAT ALL DR D A 7. THE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN ItAEPENCEMFEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE iAAONClwm SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTUAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 kid FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 kal. STRUCTURAL PIPE SHALL BE ASTM83, GRADE B, TYPE E OR S, Fy - 35 kN. TUBE AND PIPE 2,500 PSI REGULAR WEIGH FOR FOOTINGS, AND SLA&ONGRAOE COLUMNS SHALL BE ONCRETEFILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, ANDS' STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPoBEDMXDESIGNS WTHHSTORK:PL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO OTHER BOLTS SHALL BE ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP NULL NOT DICEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCEE WITH THE TURNOFF-THE-NlT METHOD. CONCRETE SHALL COLPLYMTHALL THE REOUREMBNTSOF ACI 301AND ASTMC44 OR MEASURING, MANG. TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIMESTAMPED MEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 00 MITES IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 00 MINUTES, THE CONCRETE SHALL NOT BE PLACED. ITSHALL BE THE RESPONSIBILITY OFTHE TESTING LABORATORY TO NOTIFY THE OMER$ REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THEABOW REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOAR A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO FAITH tFOLNDATIOW B FOR CONCRETE EXPOSED TO EARTH A D/ORWEATHER 1-112" FOR 05 AND SMNLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGMxI 9GE ttPE -No REMAND APWIGTKXI 9DE TYPE ISMCiNGI REMAPNB 1RPTfU-To CASE HARDENED LOCI GARAGE ODOR d1CT( I'-TAPCON MMONRY 11R'EMSED., I'ENDDIST., MASONRY/LONG. NAIL 1112"LONG. 1-TO MVOIW_.. NO WASHER FASTENER A•OX; 112'EDGE DST. SGD.K.Exi Doo. CASE HARDfNED COI 0•olC WNDOW,DOORI PAStQEO GNUGf DOIXi9xX 11 DM W/ EIDANSION00.i 21"OG 1'EMBED., 1•Fro to IT, 9EENoiE6 NAK 11?LONG. STAGGERED INRO AMSOMVIWNL. TO MA9DH3WODNL WASHER 3'EDOE DOT WNDOw- CASEH4WENEDCOL 0•QS WNDOWIDOIXLFASTENED METN.1 PTO CONTACT THIS ENGINEER FOR SPACING fa IT. MENOTEB H.I HIP LONG. STAGGERED INTO M.SONRWOONc. MA90NRvrcorvc. REQUIREMENTS EM.9WNG DOOR BUCK 21 IT. SEENDTES (2)3nrDIA xOYM9iER TAPCVM PASTIER IS. 11R'EMSED.S•- DIST.,1 tYY EDGE OeT. NON9--WOOD WALL TO LOHC. aLAB 7 xPAN" 21.E W/WASHEN E BOLT 1•EMBED.1•Ero GIST., 3' EDGE De 2A Pr WNDOW NIOt G.1G3'PAf A 21AY 0.OG TEND. DIST.,11? IT T09TEEL CaL.,9EE NO ES wI WASHER BTAGGFAED EDGE DST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdes4pigroupcom AA #: 0003325 8 � � a_ C b �LLL. sv>lDiv I>r Loan ABBOTT PARK LOT #34 BLK. #8 PROSROM 04181.000-34083 MODaL: 3EEB f72260-EISTON11 OA1tA*Zi SWING: RIGHT PACE: DETAILS 160 MPH EXP. C Dw 11/26/19 •CALL' 1/4' S N1 :D �- 4-0 r4n,-N -7157- 6rom, r •.